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Grading & Erosion Control PlanLEGEND EXISTING PROPOSED FUTURE DESCRIPTION TO ® SANITARY MANHOLE EXISTING SANITARY SEWER —� PROPOSED SANITARY SEWER — FUTURE SANITARY SEWER is HYDRANT DQ N N GATE VALVE D 0 REDUCER - -- — EXISTING WATERMAIN PROPOSED WATERMAIN - -- FUTURE WATERMAIN ® ® CATCH BASIN &' ® • BEEHIVE • 0 STORM MANHOLE ® ® FLARED END SECTION 4 • • CONTROL STRUCTURE --- --- • ---- -- EXISTING STORM SEWER — •�-- �--� —� PROPOSED STORM SEWER — n— n —rr —»— FUTURE STORM SEWER SURMOUNTABLE CURB & GUTTER B —STYLE CURB & GUTTER RIBBON CURB & GUTTER em...m n m m ®®e PHASE LINE EASEMENT LINE "' - - - -- EXISTING 2' CONTOUR LINE -- -- +-> - - - -- EXISTING 10' CONTOUR LINE PROPOSED 2 CONTOUR LINE PROPOSED 10' CONTOUR LINE --- - - - -- POND OUTLET LINE ------ "— °- - - - - -- POND HIGH WATER LINE PROPOSED SPOT ELEVATION 1 1 y EMERGENCY OVERFLOW — — — — — — — DELINEATED WETLAND LINE • — FEMA FLOODPLAIN BOUNDARY •• ••••••••••••••••••••••••••••••• STANDARD EROSION CONTROL gnu uuruuu�nnll HEAVY —DUTY EROSION CONTROL TREE FENCE RETAINING WALL C CONSERVATION AREA SIGN W WETLAND BUFFER SIGN EX. CULVERT • EX. OVERHEAD UTILITY LINES —^ EX. UNDERGROUND TELEVISION LINE •— EX. UNDERGROUND TELEPHONE LINE EX. UNDERGROUND FIBER OPTIC LINE -- EX. UNDERGROUND ELECTRIC LINE • —• —a— EX. UNDERGROUND GAS LINE •— • —• —•— EX. FENCE (BARBED WIRE) — r— • —r —r— EX. FENCE (CHAIN LINK) —n —n— —u— EX. FENCE (WOOD) 0• EX. CAST IRON MONUMENT • EX. ELECTRIC BOX o- EX. FLAG POLE • EX. NATURAL GAS METER © EX. HAND HOLE • EX. FOUND IRON PIPE 16 EX. JUDICIAL LAND MARK �} EX. LIGHT POLE 0 EX. PK NAIL —•— EX. UTILITY POLE w EX. LAWN SPRINKLER VALVE F EX. LAWN SPRINKLER HEAD Ex. SEMAPHORE ID EX. SERVICE 9 EX. TELEPHONE BOX 0 EX. TEST HOLE 0 EX. TELEVISION BOX EX. WATER WELL EX. MONITORING WELL ® EX. MAILBOX ® EX. CONTROL POINT EX. SPIKE EX. SIGN EX. CLEANOUT h.�..E EX. SIGNIFICANT TREE /YWYYI EX. TREE LINE DEX GRAVEL SURFACE EX. BITUMINOUS SURFACE EX. CONCRETE SURFACE SELECT SACKFILL MATERIAL CONBT. GRAVEL RAVEL CE EROSION CONTROL BLANKET me STREET LIGHT PI8_NEERenginee_Hng (651)6fi I -191a �y c"°ry� Nla a,Heiigh Drive Fu: 681 -9488 McrMmHeighu, MN 55120 Remy Laaam —poneeren,,cone CAMDEN RIDGE FINAL GRADING & EROSION CONTROL PLAN !V T ♦ � TT T ♦ fV !'V T,i T l .rTl TT TT ! /\ T A �m:.r : °ter' Name X�Nrn ww �eM. COVERSHEET >HAVENN NS 163U5 36TH AVENUE N SLATE 6[O LOCATION MAP O so loo zao GRAPHIC SCALE IN FEET BENCH MARK TNH NW CORNER OF BLUFF CREEK BLVD. AND COMMONWEALTH BLVD. ELEV = 923.18 SHEET INDEX 1. COVER SHEET 2. EROSION CONTROL PLAN 3. DEMOLITION AND REMOVAL PLAN 4 -6. GRADING PLAN 7 -9. RETAINING WALLS AND TRAILS 10. SEEDING PLAN 11 -12. DETAILS CITY or CHANHASSEN RECEIVED AUG 0 2 2013 / CHA"'ASSEN PANNING DEPT /pF 6 CAMDEN RIDGE 1 0 I 12 CHANHASSEN,MENNESOTw N. 'W\ { \ v� , \ \ \ i 1 EX POND 4 N OUTLET =874.6 N w� A�'VA v WET VOL- . AC "FT a 1 k STOR VOL 1].43 AC•FT 8 , 1 =. A `.. - 'i of ,-RETXINING WALL A' L'\ ny` / s 1� c � � F i i ' 1•� � ,�V � - °� PRIMARY BLUFF CREEK 61S I� �� •J ' BITUMINOUS WETLAND i + tbengineer"eng 2622 Enerl cD ivr w¢u uuoswmns (651)681 -1919 mrzM�aanJY lava xvR um.w iw lY llvm. vsri,'mu p - ta.�l�xasnrs,Nwssl2o w F.ax: 681 -9988 "a `y ivmwrexvm.uwEexwx, bHn �.,i K,I GRADING PLAN Ua.�o ._... --. „pro - _. -- L , a M,■' J ; L zF 1� rjt+ I ,.. 1 t + I � BoQ w 1 ,FENCE m T' 96.3 - 8:88.3 p MM � 1I �, u ID Mall ny` / s 1� c � � F i i ' 1•� � ,�V � - °� PRIMARY BLUFF CREEK 61S I� �� •J ' BITUMINOUS WETLAND i + tbengineer"eng 2622 Enerl cD ivr w¢u uuoswmns (651)681 -1919 mrzM�aanJY lava xvR um.w iw lY llvm. vsri,'mu p - ta.�l�xasnrs,Nwssl2o w F.ax: 681 -9988 "a `y ivmwrexvm.uwEexwx, bHn �.,i K,I GRADING PLAN Ua.�o ._... --. „pro - _. -- L J , a M,■' J ; L zF 1� rjt+ I ,.. 1 t J J ; zF rjt+ O�1 1 t + I � BoQ w 1 ,FENCE m T' 96.3 - 8:88.3 � 1I �, u ID FENCE P 96.3 19� 9B8:3 o I FENCE T 96.3 B 88.3 12 n m l FENCE T: 96.3 B: 88.3 /i F / BO.p9 FENCE .. 4 - a T 3 8 88 88 3 x SOUND FENCE BY OTHERS / PREPARE BASE V6JH RELECT BACKf,CL ; FENCE T.96 3 / 8883 �+ / FENCE T: 00.5 8:92.5 1yq �jC 5 25 5. 00 I / P GRAPHIC SCALE IN FEET / I RK H NW CORNER OF BLUFF CREEK �J� - LVD_ AND COMMONWEALTH BLVD. ELEV- 923.18 �l- ING11}3t9dFIEEILBnU 890 890 P4VdP vny:a m� 880 3 _ 860 870 �° °°'� �- 670 860 860 -0 +250+00 0 +50 1 +00 1 +50 NOTE: • TYPE AND COLOR OF RETAINING WALL MATERIAL TO BE SUBMITTED TO LENNAR FOR APPROVAL. WALL TALLER HIGHER THAN 6 FEET SHALL NOT BE CONSTRUCTED WITH BOULDER ROCK. • DESIGN OF WALL TO BE PROVIDED BY RETAINING WALL MANUFACTURER AND SUPPLIED FOR APPROVAL BY THE ENGINEER AND THE CITY OF CHANHASSEN. } �ggi:]7.5 TB m.th6 51 1 T- B4.2 T -B4.2 -� ,5 _ .b+00A i . _ .. '•. - 7Z7'+ 2 / 6-B4& T 82.9 B836 -. .1. - .. g d 98]58 2, '- �_.�. r 1186.7 - - :71D .. 890 890 P4VdP vny:a m� 880 3 _ 860 870 �° °°'� �- 670 860 860 -0 +250+00 0 +50 1 +00 1 +50 NOTE: • TYPE AND COLOR OF RETAINING WALL MATERIAL TO BE SUBMITTED TO LENNAR FOR APPROVAL. WALL TALLER HIGHER THAN 6 FEET SHALL NOT BE CONSTRUCTED WITH BOULDER ROCK. • DESIGN OF WALL TO BE PROVIDED BY RETAINING WALL MANUFACTURER AND SUPPLIED FOR APPROVAL BY THE ENGINEER AND THE CITY OF CHANHASSEN. } 1 _ . _ n n 7Z7'+ 2 .. - - :71D .. . B: 70.5 O +OD 0 890 - 590 900 - 900 ,, c srD. w.1ou �- - eaD � -_ - -. eeD eso �- � - �^� aww 890 .� O I. 810 - -^ 870 880 onwy ww r e,w s - 880 I) mfm ss:XY BENCH MARK rn ( ! 960 0 +250 +00 0+50 1 +00 1 +50 2 +00 2 +25860 8]03 +002 +50 2 +00 1 +50 1 +00 0 +50 0 +00 -0 +25 70 TNH NW CORNER OF BLUFF CREEK ... ............................... ...... ..... .............................. .................... ......... ......... .. .. ........ ............ .... ............................... .......... ......... .......... .......... ....... _ ............... GRAPHIC SCALE IN FEET .......... . ............................... BLVD. AND COMMONWEALTH BLVD. ELEV- 923.18 ay oo r ob n: °nom n. mn mm °m'w n ° r mm wui ay mm °m mm mm m mmm : .. 900 ....... ........ . ..... ..m..m . .......m..nm . ........ ....... ..... ..... ..... 900 ... _. 820 ._..... ..... ..... ..... ..... 820 PV STA: 14 +10.00 :PV STA: 14+90.00 PV STA: 16 +40.00 -PV STA: :18+00.00 PVT STA: 0+36.70: PVT STA: 2 +35.06 PV ELEV: 9]6.9] : PV ELEV: 881.26 PV ELEV: 883.21 PM ELEV: 879.01 pV ELEV: 885.51: PV ELEV: 889.07: : : K. L 4.59 K: 12.j3 2000...:.. LVC 50.00. K: 15.53 LVC 50.00 : K: 1].24 K: 1.67 : 895 : 915 : K: 4.88 : 915 ;..895 ..:.........: ............................. : ................... ..... ................ LVQ 50.00 ....... ..... ..... ..... ..... ..... ..... wc: 1 .OD. ..... a 30.10 ..;,,,,.., ..... ..... HIGH PI STA: PV STA; 1 +40.00 r ° HIGH 0 ELE 0 88&B B 888 86 PN ELEV, 977.24 : < n N m 890 +m + u, + '. m 3°. }3 LV 20 00 ® u 890 910 + m n n 9.1..0 .. .... ... ' :. : p m .. ..... ..... n .... ..... 4 m o N . 5+ IN > STA. 1 p O j oIC u a+ w +70.00 o V EKV: 881.67 P TT II 885..:........ : 1 \ + + z z 885: 905: o. C 3 0 <n 905 .......... ... .... • T. .. ....... T .4 5 a J LOW g ELE o 9 88793 I <� ]ORS w 880 ......... ... ................... ... .. ..:. ...m :. .. ....... m0° m0 e m .a 880 900 � +0 }m m ylm m A soo 5. mn m+ m+ m sJ Wo �.�w w m m 875 1 00 PP H TA: :1 +0 ELEV $O 91 DZ `- / _ p 875 895 ° 895 /f ........ %.. 4 X8-85 1{% . m .Q q . �q. / m : LVC 50.00.... -16+94.74: N9S h ry p " HIGH PT TA 870 fm m 0^ m . m ....... HIGH PT ELEV: 885.22. 870: 890. tt 011 ° °� 890 _.... p ,e PVl ST .. 1 .56.29 - : Z15R PV E :64 2. . _ . 865 ... ...:.. LV : :... ...... z DO ........ i ..865..:..885 885 860 ._ ....... _... _ ..... ....... .... ..... _ _ ._. 860 880 :� 880..: 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17+50 18 +00 18 +50 19 +00 19 +50 1 +50 1 +00 0 +50 0 +00 ..... -0 +50 3 +50 .. 3 +00 2 +50 2 +00 1 +50 1 +00 0 +50 0 +00 PI8NEERengineering a aG „u „.aM 2422 ENrpme Dnve M[NOU Heighb,MN55120 (651)681 -1914 F. 6B1 -9406 1nHnyaeaym..w, µ..�,eRw,.4q o�mtic mydwa aoamumwuwl N"m` tkmeartote:uwengwv mendry .� „ti m. m- ee-me1 T TArtA� Ri NM REl AEUNG �T WALLS AND TRAIL PLAN i LENNAR CAMDEN RIDGE 8 OF IZ x1vw P10nercng com >m=awy Aeg. NO. x15M pn.n %nW 163D536M AVENUE N SUITE 600 PLYMOUTH. FIQJNFSOTA 55406 CHANHASSEN. ALNNESOTA a zs so L)o GRAPHIC SCALE IN FEET 940 _- EXISTING GROUND y� ,tom 1 920 EXPOSED WALL SURFACE 32,165 SF_ - -- 910 _- _.. ..... _ c.... —0 +25 0 +00 0 +50 1 +DO 1 +50 2 +00 2 +50 3 +00 PI $NEERengiineei-ing 2412 Cn1 mDrive (651)681 -1914 Me Wgh, t�^u 155120 Fv'. 681 -9488 wxwp�o�� 940 930 920 3 +50 4 +00 910 4 +50 NOTE: • TYPE AND COLOR OF RETAINING WALL MATERIAL TO BE SUBMITTED TO LENNAR FOR APPROVAL. WALL TALLER HIGHER THAN 6 FEET SHALL NOT BE CONSTRUCTED WITH BOULDER ROCK. • DESIGN OF WALL TO BE PROVIDED BY RETAINING WALL MANUFACTURER AND SUPPLIED FOR APPROVAL BY THE ENGINEER AND THE CITY OF CHANHASSEN. 0p 200 GRAPHIC SCALE IN FEET 01- ING�Ill8951@R -wp11 � T 225 T25 T320 - ... B 22.0'- a zs so L)o GRAPHIC SCALE IN FEET 940 _- EXISTING GROUND y� ,tom 1 920 EXPOSED WALL SURFACE 32,165 SF_ - -- 910 _- _.. ..... _ c.... —0 +25 0 +00 0 +50 1 +DO 1 +50 2 +00 2 +50 3 +00 PI $NEERengiineei-ing 2412 Cn1 mDrive (651)681 -1914 Me Wgh, t�^u 155120 Fv'. 681 -9488 wxwp�o�� 940 930 920 3 +50 4 +00 910 4 +50 NOTE: • TYPE AND COLOR OF RETAINING WALL MATERIAL TO BE SUBMITTED TO LENNAR FOR APPROVAL. WALL TALLER HIGHER THAN 6 FEET SHALL NOT BE CONSTRUCTED WITH BOULDER ROCK. • DESIGN OF WALL TO BE PROVIDED BY RETAINING WALL MANUFACTURER AND SUPPLIED FOR APPROVAL BY THE ENGINEER AND THE CITY OF CHANHASSEN. 0p 200 GRAPHIC SCALE IN FEET 01- ING�Ill8951@R -wp11 � :- 7 ENS �YFS.Lm'T[a 9HIDOH SEEN. MIGNME Sol g nw ati-mysa FLY ELL 1.11 .Ena>eaDP� tit FEEI ENCEDD E �m EE SP� �'" COUSENT CONAT UFCE YEAR Tell OF , DEnSE, Ei ...n. AD 4, EDGE, SILT x. FENCE iu vueux�persLw ExGxEERIxG OEPAfliMENi 5 }00 P xwm ml" M1' / II "wUI® EFFERS1x mn,s la'fOP WEEPER DITCH CHECK/ DITCH CHECK IN TX WATTLE ENGINEERING DEPARTMENT _ 5302H CL 3' . 1' 5.0' 1 FACE OF WALL �S /o H (SEE PROFILE) 4' FE RETAINING WALL J (WHERE INDICATED ON PLANS) INSTALL PER MANUFACTURES SPECIFICATIONS LESCED mo- CMDF ROCK mmm CONSTRUCTION ENTRANCE ANDINEENNEY DEPAEG ExI m- 5301 L_P_LOB�fW r T Ho TI RACHED Rrcx LI _ _ 1 sl��L. MY I wx. 11 RCM, DN UP rMFTI- 1. R0.5°� 1 INEDYIN. it -11 IINT AUM a(DED R FNNAAC L-Ix IN REWRss uv.Dlr ED DEAN T BEEM RIM UP E, I- UESSY FEE' RE 4 w AREA x5 DRUM 011 I TEMPORARY SEDIMENT TRAP �,® 2.5 ACRES oR LE55 ru ulcya.,ss¢rva:, CHEERING DEPARTMENT m" 53021 SEDIMENT TRAP GRANDERSTURED ED uCO,LLG.SW ¢ KOP x.. EIS BR EDBOtau:. xx. CR ED. 'm.v -Cnrrt wn- =_n p[SIGyyDdp$ ^ MODEL#CG23 ,r. z "G a =nCASET a RMD „CLE DER —1 IN E�1F QPIUP I CATCH BASIN SEDIMENT TRAP eu v.somv,maw ELLYINEIRESS DEPARTMEM 5302A PL EAO e___ . P, N. NYE, I SUr llm. SHINGLING e” E pP It MAD, B N_ R.E.E. N. w emgre _ E v Ju xlff S00 �F PLACEMENT GET CHEERING DFPARIUENI°" 530] 15' CL 15' uPIE EFU CPVTRCL PLAN NOI FOR WAL LOTS r I I mu'z2g6n')9enP. 7SPER it SP, d E`�a t°PLENUM, N ,. affor EROSION CONTROL FOR INDIVIDUAL LOTS (TM.) ENGINEERING DEPARTMENT "" ' 5302B 8 .11 REENSFINANDO, PROJECT NAME SUFFECTSERUGGETE : HE PROTECT OFOCRPTION -A E4 LET SINGE FAMILY RESELPRE He la'fOP WEEPER DITCH CHECK/ DITCH CHECK IN TX WATTLE ENGINEERING DEPARTMENT _ 5302H CL 3' . 1' 5.0' 1 FACE OF WALL �S /o H (SEE PROFILE) 4' FE RETAINING WALL J (WHERE INDICATED ON PLANS) INSTALL PER MANUFACTURES SPECIFICATIONS LESCED mo- CMDF ROCK mmm CONSTRUCTION ENTRANCE ANDINEENNEY DEPAEG ExI m- 5301 L_P_LOB�fW r T Ho TI RACHED Rrcx LI _ _ 1 sl��L. MY I wx. 11 RCM, DN UP rMFTI- 1. R0.5°� 1 INEDYIN. it -11 IINT AUM a(DED R FNNAAC L-Ix IN REWRss uv.Dlr ED DEAN T BEEM RIM UP E, I- UESSY FEE' RE 4 w AREA x5 DRUM 011 I TEMPORARY SEDIMENT TRAP �,® 2.5 ACRES oR LE55 ru ulcya.,ss¢rva:, CHEERING DEPARTMENT m" 53021 SEDIMENT TRAP GRANDERSTURED ED uCO,LLG.SW ¢ KOP x.. EIS BR EDBOtau:. xx. CR ED. 'm.v -Cnrrt wn- =_n p[SIGyyDdp$ ^ MODEL#CG23 ,r. z "G a =nCASET a RMD „CLE DER —1 IN E�1F QPIUP I CATCH BASIN SEDIMENT TRAP eu v.somv,maw ELLYINEIRESS DEPARTMEM 5302A PL EAO e___ . P, N. NYE, I SUr llm. SHINGLING e” E pP It MAD, B N_ R.E.E. N. w emgre _ E v Ju xlff S00 �F PLACEMENT GET CHEERING DFPARIUENI°" 530] 15' CL 15' uPIE EFU CPVTRCL PLAN NOI FOR WAL LOTS r I I mu'z2g6n')9enP. 7SPER it SP, d E`�a t°PLENUM, N ,. affor EROSION CONTROL FOR INDIVIDUAL LOTS (TM.) ENGINEERING DEPARTMENT "" ' 5302B 8 PROJECT NAME SUFFECTSERUGGETE : HE PROTECT OFOCRPTION -A E4 LET SINGE FAMILY RESELPRE He RESDENTIAL SUeC... -�IM- DEVELOPER- ,DW NUMBER CONTACT- NAME ME NUMBER PERMITTED CWILORVCTUMN HOURS -MW. FRI. )AM -ePM 9IU SPUY ABCOLUTELY!!! NO INOENEANCE OR oEJVEPoES A D.SEN NTE ai4UE ilEE DGSE. SL HAVE A MINIMUM CE TWO SEASICK AT ALL CONSTRUCTION EN AxCES. ENTRANCES * SEED BAG OJNO wIM CuC% BLACK RING WE 4+ ETRR SZE i0 Eli B % fi SIGH. DEVELOPMENT INFO SIGN SO c OEPARTMEM - 5313 PL PL EROSION CONTROL PLAN FOR INDINDUAL LOTS WITH SWALE DRAINAGE LOT i \ \ 3 \ S LOi 3 \f ORUxACE WALE / / • EWO seacETie s FLE C N ,Ra w Fore, ELL I � F . O, ME ED, ... LEE ENDI SEDIMENT COUNSEL P. . F'se, its N, X xsn — I.E. u r r EROSION CONTROL FOR PER. INDINDUAL LOT W1T1 SWALE DRAINAGE i[ssr cx,xrvevrram ENGINEERING OEPPRTMENIn' -5302D Galvanized) boll W/ YA ng nut OLEO U. LT. � _ Zs>ONn . IIII „�� 256A 'CAUSES. Z68W DU. TABOD. 3T IXG ASNArE SEgNEHT CWIWCI BARPoI (PER YSE MM ons, ORATE I.. CASINGS) STANDARD SI Silt Fabric Sleeve TUG MDDOT special provisiort CL 25' 1 30' 10.0' 10.0' 15.5' to Back 15.5' to 50 �1 Wear Course to be 1/2" Above Edge of Gutter 2.09 1 1 i t' 2.09° 2.09 _v. F 1 1 1 3.0% 1 4" Topsoil, Seed S /Dad & Mulch or Sod. 4- Topsoil Mox. Seed & Mulch 3" —MNDOT 2350 LVWE45030B 6" —Class 5 Aggregate Base, 100% Crushed Compacted Subgrade per Soil Engineer BITUMINOUS TRAIL SECTION PI$NEER neering (NOT TO SCALE) S—RAL 2422 En1apsise Drive (651)681 -1914 ENSEDE6" M'SL 'LED Ie•.,REM', uvme _ Mendoh Heights, MN 55120 Fnx:681A488 e., Lrtenml P,vlasuml EWMEN, uw.p,onemosng COm µs lavr Lt. Gma WMiurcmN Reg Ne. 1' Draintile 1 1 /2 " —MNDOT 2350 LVWE35030B Tack Coat — 2357 2 " —MNDOT 2350 LVNW35030B N 4" Topsoil, Seed y I & Mulch or Sod. Draintile Surmountable - Concrete Curb 12" —Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow ACCESS STREET SECTION (NOT TO SCALE) 11 =ENNLD.,sDE EE= SIDE E w Fit E A IE affel? FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL ENGINEERING D ,w. $3021 CATCHRASIN INSERT PL 5' 11 09 1.5 61 6 1 1 /2 " —MNDOT 2350 LVWE35030B � 6" Concrete Sidewalk Tack Coat — 2357 4" Class 5 Base 2 " —MNDOT 2350 LVNW35030B 12" —Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow ( *See Note 7) TYPICAL STREET SECTION (NOT TO SCALE) SUFFECTSERUGGETE : HE RESELPRE He -�IM- CATCHRASIN INSERT PL 5' 11 09 1.5 61 6 1 1 /2 " —MNDOT 2350 LVWE35030B � 6" Concrete Sidewalk Tack Coat — 2357 4" Class 5 Base 2 " —MNDOT 2350 LVNW35030B 12" —Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow ( *See Note 7) TYPICAL STREET SECTION (NOT TO SCALE) DRAINAGE & EASEMENT LOWEST OPE ELEVATION TYPICAL POND SECTION tl GROUND ELEVATION T NWL ,a I WE BUILDING { } RECOMMENDED - 3 3 IN GARAGE SIDE 1 FINISHED ELEVATION NSTALL MNOOT CATAGORY 2 0 LOT CORNER EROSION CONTROL BLANKET VARIES ON DITCH SLOPES & BERM COMPACTED BACKFILL BACKFILL MATERIAL COMPACTED BACKE T, E, PR GRADING GRADE IES 3 p PROPOSED FINISHED MADE r EX15TUG GRADE /,/ LIMIT OF SUBGRADE EXCAVATION BACKFILL ELECT BACKFILL MATERIAL CTED BACKFILL SUBGRADE CORRECTION DETAIL NO SCALE PIONEERengineering 2422 Rountree Drive (651)681 -1914 Merdma Heights,MN 55120 Fax 681 -9488 1. CONTRACTOR To ADHERE TO ALL REQUIREMENTS OF ME MINNESOTA POLLUTION CONTROL. AGENCY N.PD.ES. PERMIT, INCLUDING WE REQUIREMENT TO MINIMIZE ME AREA DISTURBED BY J GRADING AT ANY OWN TIME ANY TO COMPLETE SURF RESTCRATON ME TIME REWIRED BY ME 34.5 PERMIT AFTER COMPIETON OF 2. A MAY OF NOSE PLANS MUST BE ON ME JOB SITE MENEWR CONSTRUCTION IS IN PROGRESS, STREET 3. BMP"S REHR W WATER MCSION AND SEGMENT CONTROL PRACTCES DEFINED IN WE MPGI, PROTECTING WATER QUALITY IN URBAN AREAS AND ME MINNESOTA CONSTRUCTION SME EROSION ,ND SEDIMENT CONTROL PLANNING XANCBW¢. LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) LOT BENCHING DETAIL NO SCALE 4. ALL EROSION AND SEDIMENT CONTROL FAOUTES (AMP'S) SHALL BE INSTALLED AND IN OPERATON PRIM TO LAND DISTURBANCE ACTIVITIES SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN ME SPEORC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND ME POIENTAL FOR EROSION HAS PAWED. S ME AMP'S SHOWN M ME PLANS PALE ME MINIMUM REQUIREMENTS FOR ME ANTCIPATED SIM CONDITIONS. AS CON MUCTON PROGRESSES AND UNEXPECTED M SEASONAL CONDITIONS DICTATE. ME PERMITTEE SHALL ANTICIPATE MAT MORE BMP'S WLL BE NECESSARY TO ENSURE EPOSOV AND SEDIMENT CONTROL ON ME SITE DURING ME COURSE OF CONSTRUCTION. IT IS ME RESPONSIBILITY OF ME PERMIIE£ TO ADDRESS ANY NEW CONDITIONS MAT MAY BE HEATED BY CONSTRUCTOR ACTNTES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMWS MR AND ABOVE ME MINIMUM REQUIREMENTS SHOW ON ME PLANS MAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION M WATER AND SUL RESOURCES. 6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WHIN ME ORIP UNE ROOT ZONES OR WHIN MEE PROTECTION FENCE AREAS T. WEREYER POSSIBLE PRESERVE ME EXISTING NOW, MAW AND ORDER VEGETATIVE COMM TO HELP FILTER RUNOFF. & OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK MODES PERPENDICULAR TO ME SLOPE, DO NOT BACK- BLADE LEAVE A SURFACE ROUGH TO MINIMIZE EPoSON, 9, TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & MM CONSISTING GO MNOOT MIX 150 0 40 (BS PER ACRE M APPROVED EWAL • MULCT SHALL BE ARCOT TYPE 3 O 2 TONS PER ACHE M APPROVED EQUAL AND DISK ANCHORED M PLACE M APPROVED EQUAL INSTALLED W MINIMUM NG COVERAGE OF ME SURFACE AREA DISTURBED. TYPE 1 FERTILIZER, 10 -10 -20 O 200 LBS PER ACRE 10. PERMANENT TURF RESTgUTQU SHALL BE DONE IN ACCORDANCE WITH MNDBT 2525 & M76 CON51STNO OF: MNOOT MIXTURE 250 AT 75 POUNDS PER ACRE. MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER AMC M APPROVED EQUAL AND DISK ANCHORED IN PLACE M APPROVED EQUAL INSTALLED TO MINIMUM Box CONFAGE OF ME SURFACE AREA DISTURBED MULCH AT SID A COVERAGE WM DISC ANCHOR. TYPE 3 FERTILIZER. 22 -5 -10 BOIRMULN O 350 LDS PER ACRE. 11. SLOPES AT 11 OR STEEPER, AND /M WERE INDICATED ON ME PLANS SHALL BE SEEDED AND HAW AN EROSION CONTROL BLANKET TYPE 3 INSTALLED M MAY BE HYOROSEEDED WEI TAMPER MULCH. 12. ME CONTRACNR MALL REMOVE ALL SOILS AND SEDIMENT MACKEY MM EXISTING STREETS AND PAN]I AREAS. 13. IF RLOWNG DUST BECOMES A NUISANCE. ME CONTRACTOR SHALL APPLY WATER MGM A TANK TRUCK TO ALL CONSTRUCTION AREAS 14. WHIN Z DAYS OF COIIPLETM OF ME SIZE GRADING OPERATONS ME ENTIRE SHE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT PENCE SHALL INSTALLED AROUND ALL PONDS 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALE BE PROPERLY DISPOSED OF WHIN MINTY (W) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED M AFTER ME TEMPORARY MEASURES ARE NO LONGER NEEDED. B. SEDIMENT CONTROL PRACTICES L SEGMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS DITCHES AND SEDIMENT BASINS REWIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS IE DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED. AND ME SNPPP MUST RE AMENDED. WERE SHALL K NO UNBROKEN SLOPE LENGTH OF GREATER MAN 75 FEET FOR ROPES WM A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WM SILT PENCE. ROCK CHECK DAMS. COMPOST SNAXW, OR OTHER APPROVED METHODS AND /OR AS SHOWN W ME EROSION CONTROL PLAN. 2. SEDIMENT CW1ROL PRACTCES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTNTES BEGIN. 3. ME TIMING OF SEDIMENT CONTROL PRACTCES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM AErRAME& HONEOER. THESE PRACTCES MUST BE INSTALLED BEFORE ME NEXT PREOPITATON EVENT EVEN IF ME ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTOR UNTIL ALL SOURCES WM POTENTIAL FOR DISCHARGING TO ME INLET HAVE BEEN STABUZED. 5. TEMPORARY STOCKPNES MUST HAW SILT FENCE AROUND ME PERIMETER GP ME BASE W ME STOCKPILE AND CANNOT BE PLACED IN SURFACE WALT INCLUDING STORM WATER CMWYMCW SUCH AS CURB AND COTTER S15TEMG M CONDUITS OR DITCHES. S. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN M MORE AMES OF DISTURBED WE DRAIN TO A COMMON LOCATED AND /M AS MOM ON ME EROSION CONTROL PLAN. C. DEMEERING AND SURFACE DRAINAGE 1. DEWATRING OR ANY TYPE OF SURFACE DRAINAGE MAT MAY HAVE Wfl &D OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED N AN APPROVED SEDIMENT BASIN ON ME PROJECT SITE MENEKR POSIGN IE. IF ME WATER CANNOT BE DISCHARGED W A BASIN PRIM TO ENTERING ME SURFACE WATER. IT MUST BE TREATED WM ME APPROPRIATE SINKS SUCH MAT ME DIFCEARGE DOES NOT ADVERSELY AFFECT ME RECEMNG WATER OR DOWSTREAM LANDOWNERS. WE CONTRACTOR MUST ENSURE MAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED MGM EROSION AND SCOUR. ME DISCHARGE MUST BE DISPERSED OVER NATURAL ROC( RIP RAP, SAND BAGS PLASTIC SHEETING, M OTHER ACCEPTED ENERGY DISSIPATED MEASURES, 2. ALL WATER MOM DEWATERING MUST BE DISCHARGED IN A MANNER NAT DOES NOT CAUSE NUISANCE CONDITIONS. EROSION, OR INUNDATOR OF WETANDS CAUSING 9MRiGNT ADVERSE IMPACT TO WE WERANU D. INSPECTORS AND MAINTENANCE 1. ME CONTRACTOR MUST APPOINT SOMEONE TO INSPECT ME CONSTRUCTION SIM ONCE EVERY SEVEN DAYS DURING ACME CONSTRUCTION AND WMIN 24 HOURS AFTER A RAINFALL EVENT OF GREATS MAN 0.5 INCHES IN 24 HOURS ALL INSPECTORS MUST K RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REWIRFMENTS (NOTE: LOCAL JURISDICTION MAY REWIRE A MORE FREQUENT INTERVAL DR INSPECTOR.) E. EQUIMON PREVENTION MANAGEMENT MEARI I. SOLID WASTE MUST SE DISPOSED OF PER MR.C.A. REOUIREMENTS 2, HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. RECUTATONS 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE UNITED TO A BORDER AREA OF ME SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED C£, NO ENGINE DECREASING IS ALLOMD ON an. 60' TOP OF Pw« SE0.ffufE CONSTRUCTION ACT TTY REQUIREMENTS 6D' TOP F CORRECTION' 1. TIE SIZE OF EACH BILL OPERATOR NULL BE DETERMINED BY ME WANTTY OF SUL IMPORT, SETBACKS CORRECTION' 2. EACH PHASE WILL CONSIST OF ME GRADING SEQUENCE OUMNED BELOW A EROSIOU PRFKNTgJ Paan9cc5 28.0 1 WADING SPOUINCE 1. ME CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFLTR SIGH, 25' 25' 2D" 15' 1. SIZE OF FILL AREA BASED ON AVAILABLE SUL HORIZONTAL SLOPE GRADING AND OTHER CONSTRUCTION PRACTICES NAT MINIMIZE EROSION. 3 O w 25' BLOCK N0. INSTANINE 2 INSTALL ROCK CONSTRUCTION ENTRANCE ME LOCATION AREAS NOT TO BE DISTURBED MUST BE BEFORE p KEG PoM FLAGS. j, SETBACK (MIN') R }, INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). SEDIMENT SILT STAKES, SIGNS, SILT FENCE, ETC.) GY NE OEVELCPMENT SIZE BEFORE NVRK BEGINS. R FINISHED GRADE I „ SETBACK (MIN.) 4. STRIP TOPSOIL ST CKPILE AND STA &UZE IN BERM FOR NNRE SPREADING. 2. AL_ EXPOSED SQL AREAS CUMIN 200 FEET OF A SURFACE WATER OR ANY XMIRMMMIN ] 3 LOT NO, S. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE IBM 6 /ACRE OF AREA STRIPPED. CLEAN TEMP CONVEYANCE SYSTEM MICH IS CONNECTED TO A SURFACE WATER MUST BE STABIUZED GRADING GRADE 3' BASIN ONCE 50S LL NU_ 6. A SUL CULL BE TESTED FOR SUITABILITY FOR FILL PER HE BORROW PIT RECLAMATION WHIN J DAYS (STEEPER MAN 11 ACPES), I14- DAYS DDI N St SLOPES), OR 21 DAYS HOUSE TYPES PROTOCOL PRIOR TO BEING BROUGHT ON9TE. FLATTER MAN 10:I . WERE AREAS INCLUDE POND SIDE SLED EXPOSED SUL AREAS WM ( ) R Rol wo T. ALL GOES WLL BE COMPACTED PER ME BORROW PIT RECLAMATION PROTOCOL A POSITIVE ACPE TO A CURB AND WTEER SYSTEM, STORM SEWER INLET. DRAINAGE DIICX, FAMILY LOTS R - RAMBLER OR SPLIT ENTRY a. MAINTAIN DRAINAGE DURING GRADING OPERATQY TO TEMPORARY SEDIMENT BASIN, OR OTHER SYSTEM MAT DISCHARGES TO A SURFACE WATER. LO - RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT 9. COMPLETE SITE GRADING PER PLAN. E TAN A MINIMUM OF 6' DETH. 10. REINTAIN y ME NORMAL WETTED PERMETER ON ANY DRAINAGE DITCH MUST BE STABIUZED WTXIN NO t WO - RAMBLER WALKOUT tt MAINTAIN DENUDED TB RANA TO SEDIMENT BASIN UNTIL NIXT PHASE BE &NS LINEAL FEET MGM ME PROPERTY EDGE OR iROM ME PUNT C£ DI KWARGE TO ANY 12 AS MESS AND STOCKPILES WHIN THE fRAME USIEB IN EROSION PREVENTION SURFACE WATER CUMIN 24 HOURS OF CONNECTED TO A SURFACE WATER. ( ) SILO -SIDE $WO WALKOUT -SIDE WALKOUT PRACTCESBENUpEO 4. PIPE OCTETS MUST O PROVIDED WM TEMPORARY. M PERMANENT ENERGY 0159PATON CUMIN 24 XWRS OF CONNFCTPY TO p SURFACE WATER. 1. CONTRACTOR To ADHERE TO ALL REQUIREMENTS OF ME MINNESOTA POLLUTION CONTROL. AGENCY N.PD.ES. PERMIT, INCLUDING WE REQUIREMENT TO MINIMIZE ME AREA DISTURBED BY J GRADING AT ANY OWN TIME ANY TO COMPLETE SURF RESTCRATON ME TIME REWIRED BY ME 34.5 PERMIT AFTER COMPIETON OF 2. A MAY OF NOSE PLANS MUST BE ON ME JOB SITE MENEWR CONSTRUCTION IS IN PROGRESS, STREET 3. BMP"S REHR W WATER MCSION AND SEGMENT CONTROL PRACTCES DEFINED IN WE MPGI, PROTECTING WATER QUALITY IN URBAN AREAS AND ME MINNESOTA CONSTRUCTION SME EROSION ,ND SEDIMENT CONTROL PLANNING XANCBW¢. LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) LOT BENCHING DETAIL NO SCALE 4. ALL EROSION AND SEDIMENT CONTROL FAOUTES (AMP'S) SHALL BE INSTALLED AND IN OPERATON PRIM TO LAND DISTURBANCE ACTIVITIES SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN ME SPEORC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND ME POIENTAL FOR EROSION HAS PAWED. S ME AMP'S SHOWN M ME PLANS PALE ME MINIMUM REQUIREMENTS FOR ME ANTCIPATED SIM CONDITIONS. AS CON MUCTON PROGRESSES AND UNEXPECTED M SEASONAL CONDITIONS DICTATE. ME PERMITTEE SHALL ANTICIPATE MAT MORE BMP'S WLL BE NECESSARY TO ENSURE EPOSOV AND SEDIMENT CONTROL ON ME SITE DURING ME COURSE OF CONSTRUCTION. IT IS ME RESPONSIBILITY OF ME PERMIIE£ TO ADDRESS ANY NEW CONDITIONS MAT MAY BE HEATED BY CONSTRUCTOR ACTNTES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMWS MR AND ABOVE ME MINIMUM REQUIREMENTS SHOW ON ME PLANS MAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION M WATER AND SUL RESOURCES. 6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WHIN ME ORIP UNE ROOT ZONES OR WHIN MEE PROTECTION FENCE AREAS T. WEREYER POSSIBLE PRESERVE ME EXISTING NOW, MAW AND ORDER VEGETATIVE COMM TO HELP FILTER RUNOFF. & OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK MODES PERPENDICULAR TO ME SLOPE, DO NOT BACK- BLADE LEAVE A SURFACE ROUGH TO MINIMIZE EPoSON, 9, TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & MM CONSISTING GO MNOOT MIX 150 0 40 (BS PER ACRE M APPROVED EWAL • MULCT SHALL BE ARCOT TYPE 3 O 2 TONS PER ACHE M APPROVED EQUAL AND DISK ANCHORED M PLACE M APPROVED EQUAL INSTALLED W MINIMUM NG COVERAGE OF ME SURFACE AREA DISTURBED. TYPE 1 FERTILIZER, 10 -10 -20 O 200 LBS PER ACRE 10. PERMANENT TURF RESTgUTQU SHALL BE DONE IN ACCORDANCE WITH MNDBT 2525 & M76 CON51STNO OF: MNOOT MIXTURE 250 AT 75 POUNDS PER ACRE. MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER AMC M APPROVED EQUAL AND DISK ANCHORED IN PLACE M APPROVED EQUAL INSTALLED TO MINIMUM Box CONFAGE OF ME SURFACE AREA DISTURBED MULCH AT SID A COVERAGE WM DISC ANCHOR. TYPE 3 FERTILIZER. 22 -5 -10 BOIRMULN O 350 LDS PER ACRE. 11. SLOPES AT 11 OR STEEPER, AND /M WERE INDICATED ON ME PLANS SHALL BE SEEDED AND HAW AN EROSION CONTROL BLANKET TYPE 3 INSTALLED M MAY BE HYOROSEEDED WEI TAMPER MULCH. 12. ME CONTRACNR MALL REMOVE ALL SOILS AND SEDIMENT MACKEY MM EXISTING STREETS AND PAN]I AREAS. 13. IF RLOWNG DUST BECOMES A NUISANCE. ME CONTRACTOR SHALL APPLY WATER MGM A TANK TRUCK TO ALL CONSTRUCTION AREAS 14. WHIN Z DAYS OF COIIPLETM OF ME SIZE GRADING OPERATONS ME ENTIRE SHE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT PENCE SHALL INSTALLED AROUND ALL PONDS 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALE BE PROPERLY DISPOSED OF WHIN MINTY (W) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED M AFTER ME TEMPORARY MEASURES ARE NO LONGER NEEDED. B. SEDIMENT CONTROL PRACTICES L SEGMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS DITCHES AND SEDIMENT BASINS REWIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS IE DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED. AND ME SNPPP MUST RE AMENDED. WERE SHALL K NO UNBROKEN SLOPE LENGTH OF GREATER MAN 75 FEET FOR ROPES WM A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WM SILT PENCE. ROCK CHECK DAMS. COMPOST SNAXW, OR OTHER APPROVED METHODS AND /OR AS SHOWN W ME EROSION CONTROL PLAN. 2. SEDIMENT CW1ROL PRACTCES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTNTES BEGIN. 3. ME TIMING OF SEDIMENT CONTROL PRACTCES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM AErRAME& HONEOER. THESE PRACTCES MUST BE INSTALLED BEFORE ME NEXT PREOPITATON EVENT EVEN IF ME ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTOR UNTIL ALL SOURCES WM POTENTIAL FOR DISCHARGING TO ME INLET HAVE BEEN STABUZED. 5. TEMPORARY STOCKPNES MUST HAW SILT FENCE AROUND ME PERIMETER GP ME BASE W ME STOCKPILE AND CANNOT BE PLACED IN SURFACE WALT INCLUDING STORM WATER CMWYMCW SUCH AS CURB AND COTTER S15TEMG M CONDUITS OR DITCHES. S. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN M MORE AMES OF DISTURBED WE DRAIN TO A COMMON LOCATED AND /M AS MOM ON ME EROSION CONTROL PLAN. C. DEMEERING AND SURFACE DRAINAGE 1. DEWATRING OR ANY TYPE OF SURFACE DRAINAGE MAT MAY HAVE Wfl &D OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED N AN APPROVED SEDIMENT BASIN ON ME PROJECT SITE MENEKR POSIGN IE. IF ME WATER CANNOT BE DISCHARGED W A BASIN PRIM TO ENTERING ME SURFACE WATER. IT MUST BE TREATED WM ME APPROPRIATE SINKS SUCH MAT ME DIFCEARGE DOES NOT ADVERSELY AFFECT ME RECEMNG WATER OR DOWSTREAM LANDOWNERS. WE CONTRACTOR MUST ENSURE MAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED MGM EROSION AND SCOUR. ME DISCHARGE MUST BE DISPERSED OVER NATURAL ROC( RIP RAP, SAND BAGS PLASTIC SHEETING, M OTHER ACCEPTED ENERGY DISSIPATED MEASURES, 2. ALL WATER MOM DEWATERING MUST BE DISCHARGED IN A MANNER NAT DOES NOT CAUSE NUISANCE CONDITIONS. EROSION, OR INUNDATOR OF WETANDS CAUSING 9MRiGNT ADVERSE IMPACT TO WE WERANU D. INSPECTORS AND MAINTENANCE 1. ME CONTRACTOR MUST APPOINT SOMEONE TO INSPECT ME CONSTRUCTION SIM ONCE EVERY SEVEN DAYS DURING ACME CONSTRUCTION AND WMIN 24 HOURS AFTER A RAINFALL EVENT OF GREATS MAN 0.5 INCHES IN 24 HOURS ALL INSPECTORS MUST K RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REWIRFMENTS (NOTE: LOCAL JURISDICTION MAY REWIRE A MORE FREQUENT INTERVAL DR INSPECTOR.) E. EQUIMON PREVENTION MANAGEMENT MEARI I. SOLID WASTE MUST SE DISPOSED OF PER MR.C.A. REOUIREMENTS 2, HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. RECUTATONS 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE UNITED TO A BORDER AREA OF ME SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED C£, NO ENGINE DECREASING IS ALLOMD ON an. 60' TOP OF 6D' TOP F CORRECTION' SETBACKS CORRECTION' 25' 25' 2D" 15' 60 w 25' 25' 15' RLM Single Family Lots j, SETBACK (MIN') R J SETBACK CORRECTOR' R FINISHED GRADE I „ SETBACK (MIN.) FL OTC SINGLE 3 (MIN.) 3r GRADING GRADE 3' Gaza a 0u g f ndallOr10 &p, Lo °: Rol wo R-O- -25 House fo,mdattnn to R- G -w =zs FAMILY LOTS R HQ efowdaiontYSideStreet =20 FINISHED GRADE FINISHED GRADE FINISHED GRADE Ol °- 0,5' TOPSOIL I RE- SPREAD o Sid. = 5'-0arage l0'- Building HOLD DOWN - - l IL 1 ___ -I _____ _ _____ - I _ f '�� Rear- 25'Min.,40'Bluff OvedayfWeHanda AND GRADE °T `- RE-SPREAD , /) - OS' TOPSOIL Min Area: SETBACKS GRADING - -- Jf GRADING GRADE GRADINGG RAGI- RE- SPREAD Lot Area =9,000 SF 3.0 HOLD Lot Width: 2.67' HOLD DOWN FINISHED GRADE BASEMENT FLOOR DOWN BASEMENT FLOOR 2.50' HOLD DOWN Let Width =]5', 90'Shpreland Overlay BASEMENT FLOOR-/ TO TOPSOIL RAMBLER FINISHED GRADE FINISHED Maa Building Coverage =35% (TYPICAL SECTION NOT TO SCALE) TOPSOIL (TYPICAL BECTON NOT TO SCALE) - IT,YPIC L d55FC ION NOS, TO S ALE) 25 3 SETBACKS 25' SETBACK 35' D' R ]2 R z, SETBACK R Twin Homes TWIN HOMES w, jI (MIN.) w, SETBACK EE FINISHED GRADE Ij (MIN.) Front FAMILY LOTS of FINISHED GRADE GRADING GRADE �I (MW.) GRADING GRADE 31 °, Gaza foundation to R-O-W =25 ILL o� R WO HOUR, foundation to R- O -W =25 OR 10' o 6 1O' TO' Noose foundation to Side Street =20 HOLD DOWN 1 0.5' TOPSOIL : Side Building to Building =l5 AND D' 0.5' TOPSOIL p RE- SPREAD _ _ __ _ l0" o Rear= 25'Next to State ROW SETBACKS RE- SPREAD \2. 05' TOPSOIL' I RE- SPREAD MnA ,: Lot Area =7,2fi0 SF Average HOLD 2.00' HOLD Lot Width3.0' BASEMENT FLOOR BASEMENT FLOOR DOWN BASEMENT FLOOR DOWN Lot Width =50' LOOKOUT RAMBLER ONOT (TYPICAL SECTION NOT TO SCALE) TYPI A NOT T A (TYPICAL SECTION TO SCALE)