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Grading Utility & Street Construction PlansLEGEND EXISTING PROPOSED FUTURE DESCRIPTION O • 0 SANITARY MANHOLE ----- >----- >----- >----- >- - - - ->— EXISTING SANITARY SEWER REFLECTIONS AT LAKE RILEY 2ND ADDITION PROPOSED SANITARY SEWER > > > > FUTURE SANITARY SEWER HYDRANT GRADING, UTI ITY AND STR T CONSTRUCTION P ANS Da N oa GATE VALVE D ► D REDUCER ----- I----- I----- I----- I- - - - -I— EXISTING WATERMAIN PROPOSED WATERMAIN FUTURE WATERMAIN ® CATCH BASIN ® ® ® BEEHIVE O • STORM MANHOLE D ® D FLARED END SECTION - - - ®Y- - ®Y- - ® CONTROL STURCTURE - - - >Y- - - - >Y- Y EXISTING STORM SEWER PROPOSED STORM SEWER » » » » FUTURE STORM SEWER SURMOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER RIBBON CURB & GUTTER _ ■����������■ PHASE LINE I � ----------------- - - - - -- EASEMENT LINE \II \' 1` 37 I � - - - - -- - - - -- EXISTING 2' CONTOUR LINE I� ` IL j Imo__ - - -- - - -- EXISTING 10' CONTOUR LINE ` - -- 902 PROPOSED 2' CONTOUR LINE 36 PROPOSED 10' CONTOUR LINE II I\ \I OUTLET =987.0 - - - - POND OUTLET LINE I I I __"kL= =900.2 ______ POND HIGH WATER LINE 84.3 3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW — — — — — — — DELINEATED WETLAND LINE • FEMA FLOODPLAIN BOUNDARY `, �� e ••• ••••••••••••••••••••••••••••••• STANDARD EROSION CONTROL eeeeeeeeeeeeeeeeeeeee HEAVY -DUTY EROSION CONTROL 11 TREE FENCE V'/ RETAINING WALL O CONSERVATION AREA SIGN W WETLAND BUFFER SIGN I� EX. CULVERT ' 1 oh oh EX. OVERHEAD UTILITY LINES t t t t EX. UNDERGROUND TELEVISION LINE 11 t t t t EX. UNDERGROUND TELEPHONE LINE �� 2 1 +• +• +• +• EX. UNDERGROUND FIBER OPTIC LINE I� • • • • EX. UNDERGROUND ELECTRIC LINE EX. UNDERGROUND GAS LINE ' I , ■ EX. FENCE (BARBED WIRE) 'I N . N EX. FENCE (CHAIN LINK) 11L� n n n n EX. FENCE (WOOD) OO EX. CAST IRON MONUMENT ■ EX. ELECTRIC BOX II 1 o- EX. FLAG POLE • EX. NATURAL GAS METER ' 0 EX. HAND HOLE 0 EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK EX. LIGHT POLE ® EX. PK NAIL EX. UTILITY POLE SN EX. LAWN SPRINKLER VALVE. EX. LAWN SPRINKLER HEAD °. o EX. SEMAPHORE C� EX. SERVICE 19 EX. TELEPHONE BOX 0 EX. TEST HOLE EA EX. TELEVISION BOX WELL EX. WATER WELL EX. MONITORING WELL ® EX. MAILBOX EX. CONTROL POINT EX. SPIKE EX. SIGN C8 EX. CLEANOUT �...� EX. SIGNIFICANT TREE EX. TREE LINE EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE ,..:. .` EX. CONCRETE SURFACE TOP OF SELECT BACKFILL MATERIAL uuuuuuuu lunununununnnnnnnnn 0000000000000 GRAVEL CONST. ENTRANCE 0000000000000 P18NEEReneneering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.ploneereng.com 0 2011 Pioneer Engineering CHANHASS N, MINNESOTA =1ST ADDITION a DAKd5p, z w Lake Susan M�� C''e I16 SS�O Rice Marsh 14 13 oQ• N x Lake 1 2324 j p.N "c ( \ \. RICE CT. / 1® 4.EO �R o 2 D 67`0 G 1 101 °o SUNNVNp�E� m w DEERFOOT o TR. 1 m Lake Riley C �1o�v I r� LOCATION MAP SHEET INDEX 1. COVER SHEET 2. SANITARY SEWER & WATERMAIN 3. SANITARY SEWER & WATERMAIN 4. SANITARY SEWER & WATERMAIN 5. STORM SEWER 6. STORM SEWER 7. STORM SEWER 8. STORM SEWER 9. STREET CONSTRUCTION 10. STREET CONSTRUCTION 11. CITY DETAILS 12. CITY DETAILS 13. CITY DETAILS St. SITE PLAN S2. SITE PLAN GI. PHASING & REMOVAL PLAN G2. GRADING PLAN G3. GRADING PLAN G4. EROSION CONTROL PLAN G5. SEEDING AND RESTORATION PLAN G6. GRADING DETAILS G7. GRADING DETAILS 0 50 100 200 GRAPHIC SCALE IN FEET BENCHMARK TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 110211- PH2- CVR.DWG - HYDRANT-1 D F 12 "X6 fEE W/6 "GV I 113' -6 "DIP P APPED CL52 1 GNO. ELEV.= 9131.8 INSTALLED INSTALLED .... NOTE : ....... :......... :......... ...... ...........................:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... 1ST ADDITION 1ST ADDITION I INV= 902.7 S-1+55 S= 0 +70 S= 0 +81 INV= 901.4 INV- 902.9 INV= 902.8 CS= 911.4 TO FIELD VERIFY CS= 912.9 CS= 912.8 @ 0.40% LOCATION & ELEVATION. RISER =3.5' :..890 ..:.........: RISER =4.5' C N T TO EXISTING 1 . XCITE:.................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.... P� b ACTOR TO AIN. CONTRAC ELD VERIFY LO ION - r &- ELE 1110N-. n \ i �O \ A AGE & E -Ti H YDRANT. 2 "GV - 1 7 I 4 10 5 I I 6 S= 3 +75 ° 11 1 1 1 INV= 899.9 CS= 909.9 1 1 1 12 °- 45BEND I J _ S ROAD 15 NOT :1 14 13 12 11 1Ox JECT TO EXISTIjJ SANITARY SEW oil RACTOR TO FI L I`ZIFY LOCATION ELEVATI 1 0 +00 D- «t HYDRANT 12 "X6 "TEE W /6 "GV 7' -6 "DIP POLYWRAPPED CL52 GND. ELEV. =908.8 ° 1 � 1 \ ' 1 xoo\ 1 MH -16 „ IF 1 - 45BEND 2AIBEND 11 1 1 � CONNECT TO EXIS$ G 12' P ° WATERMAI 1. CONTRACTOR TO I FIEF VERIFY LOCATION J 1 & ELEVATION. _ - - � SEE SHEET 3 :. MIMANA F I U_i: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER & WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON- GASKETED), WITH A MINIMUM SERVICE GRADE OF 2%. 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' BURY. 5. ALL WATER SERVICES SHALL BE 1" (TYPE "K ") COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C -900 DR -18 UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL BE ASTM D -3034A WITH SOLVENT WELD JOINTS NON- GASKETED . 8. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 9. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 12. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. BENCHMARK TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 0 25 50 100 GRAPHIC SCALE IN FEET REFLECTIONS ROAD ........................................................................................................................................................................................................................................................................................ ............................... 5 D 10 T - - - -• - - - - - -5 390 - PVC SDR ®0.40 " S= 0 +80 _:-- ,- „--- - - EX, .167..:.8.: PVC SDR 26 @ 0...... ... .... NOTE : ....... :......... :......... ...... ...........................:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... 895 :.........:.........:.........: N INV= 902.7 CONNECT TO EXISTING EX 20' CS= 912.7 8" DIP CL52 TO FIELD VERIFY ; RISER =4.5' @ 0.40% LOCATION & ELEVATION. S ROAD 15 NOT :1 14 13 12 11 1Ox JECT TO EXISTIjJ SANITARY SEW oil RACTOR TO FI L I`ZIFY LOCATION ELEVATI 1 0 +00 D- «t HYDRANT 12 "X6 "TEE W /6 "GV 7' -6 "DIP POLYWRAPPED CL52 GND. ELEV. =908.8 ° 1 � 1 \ ' 1 xoo\ 1 MH -16 „ IF 1 - 45BEND 2AIBEND 11 1 1 � CONNECT TO EXIS$ G 12' P ° WATERMAI 1. CONTRACTOR TO I FIEF VERIFY LOCATION J 1 & ELEVATION. _ - - � SEE SHEET 3 :. MIMANA F I U_i: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER & WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON- GASKETED), WITH A MINIMUM SERVICE GRADE OF 2%. 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' BURY. 5. ALL WATER SERVICES SHALL BE 1" (TYPE "K ") COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C -900 DR -18 UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL BE ASTM D -3034A WITH SOLVENT WELD JOINTS NON- GASKETED . 8. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 9. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 12. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. BENCHMARK TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 0 25 50 100 GRAPHIC SCALE IN FEET REFLECTIONS ROAD ........................................................................................................................................................................................................................................................................................ ............................... ........................................................................................................................................................................................................................................................................................ ............................... 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 311.DWG T - - - -• - - - - - -5 390 - PVC SDR ®0.40 " ..895 ..:.........: .......... ............................... _:-- ,- „--- - - EX, .167..:.8.: PVC SDR 26 @ 0...... ... .... NOTE : ....... :......... :......... ...... ...........................:.........:.........:.........:.........:.........:.........:.........:.........:.........:......... 895 :.........:.........:.........: CONNECT TO EXISTING EX 20' WATERMAIN. CONTRACTOR 8" DIP CL52 TO FIELD VERIFY ; @ 0.40% LOCATION & ELEVATION. :..890 ..:.........: :.1.1 . XCITE:.................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.... .....:.........:.........:..... ....:.........:.........:..890. . ; CONNECT TO EXISTING SANITARY. CONTRACTOR TO: FIELD VERIFY ; LOCATION & ELEVATION. 885 1 885 ........................................................................................................................................................................................................................................................................................ ............................... 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 311.DWG Err / rr \ / 15 ' z / OTE: \ \ \\ / /` \ `\ ECT TO EXISTING F2' / / ` \ WATERMAIN. CONTRACTOR \ FIELD VERIFY LOCATION 12' & ELEVATION. HYDRANT 12 "X6 "TEE W /6 "G 11 e,`IP POLYWRAPPED CL 2 ` GND. ELEV. =8 •2 16 / SANITARY & WATERMAIN CONSTRUCTION NOTES: \ 34 35 1. SANITARY SEWER SERVICE WYES ARE \ \\ S= 0 +83 S= 0 +38 / 36 ! \� STATIONED FROM DOWNSTREAM MANHOLES. \ \ \ INV =888.9 INV= 886.9 / / / \ �2. ALL SANITARY SEWER & WATER MAIN SERVICES \ \ 33 \ \ CS= 898.9 CS= 896.9 / S= 0 +76 / / a SHALL TERMINATE AT 9 PAST ROW. \ =0 +47 \ INV= 885.0 / / 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL \ \ / / BE 6 PVC, SDR 26 SOLVENT WELD JOINT (NON- GASKETED), INV= 890.8 CS= 895.0 / \\ 32 \\ \\ CS = 900.8 \ // / 37 // 4. ATERAS SERVICES ARE V3'EUPRSTREAM FROM \ \ 12 h BEND J L - J / / / SANITARY SERVICE WITH A MIN 7.5' BURY. S =1 +13 \ 5 =0 +20 / 5. ALL WATER SERVICES SHALL BE 1" TYPE "K" \\ INV= 892.0 \\ \ &�1 ° EN6 12 -2 ( ) / INV= 883.6 // �� COPPER UNLESS OTHERWISE NOTED. CS= 902.0 \ \\ - - -_ -_ / CS= 893.6 / 6. ALL WATER MAIN SHALL BE C -900 DR -18 HYDRANT \ \ - -` C // / UNLESS OTHERWISE NOTED. 12 "X6 "TEE W /6 "GV \ - - / / 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL i j - °0 12 \ / LL BE ASTM D -3034A WITH SOLVENT WELD JOINTS 13 -6 DIP POLYWRAPPED CL52 \ - - -- / (NON- GASKETED . 12 11 dBEND GND. ELEV. =900.6 \ ,,- - o° u 8. ALL UTILITY CONrLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 30 CONN CT T E ISTIN 1 PVC 9, CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN OUTLOT B o° MH -28v L WATE AIN. 0 TRA TO TO AND MEETING ALL OSHA REGULATIONS. FIELD ERIF L CATI N 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL HYDRANT \ \ �\ \ +ez.+s F03.47 \& ELE TIOy SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. j S =1 +12 ` / / V / \ `\ / 12-X6-TEE W /6 "GV J \ 11. SANITARY SEWER INVERT ELEVATIONS ARE \ AT END OF SERVICE. INV= 894.8 > ��� // \`\ \ / GNDSELEVPOLYWRAPPED CL52 - �, MH -29 \ 12. ACTIVATION OF WATERMAIN SYSTEM SHALL CS= 904.8 ` �, , S= 0 +40 MH -26 � o� i I RISER =8.0' / #,r � \ \ INV= 887.7 o +z�.oq' � BE PERFORMED BY CITY PERSONNEL ONLY. S= 2 +00 \ \ -- P S / 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE INV= 890.6 9„ 11/2 "- 1131B END 12 "GV ROP, - S =0 +70 / CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE 1 CS= 900.6 °° EY MH -22 \ \ / FOR 30 DAYS. MH -17\ 12 "- 11Y13END � R��-- 3 ++s.+6 INV =891.2 � 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED RISER =4.0 / / � o +oa49 � � �` � 2 �2�'BEND LPK� " -�' \ \ CS= 901.2 \ \ / / IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS - - - - - - 12 / FOR THE MAIN LINES. / /TE: 2 �\ ,- S =1 +10 \ \ \ p "X °'TEE <<� NOTE: / ONNECT TO EXISTING 5 =0 +42 / y -- INV= \ \ 11 \ \ / INV= 889.4 �� \v ( - H -21 CS =901.8 / ONNECT TO E TING UNITARY SEWER. / CS- 899 4 < 4+ / SANITARY S WER. CONTRACTOR TO FEEL RISER-3.0, ` `` « S= 0 +20 VERIFY LOCATION & / CONTRACTOR TO LD « INV =890.2 O �/ VERIFY LOCATIO & ELEVATION. -- - - - - -- - - - -- 3 S =1 +37 s CS= 900.2 10 ) EL VATI S / INV= 890.1 / � • •• M 0 = 0 +54 ` CS= 900.1 - - - - - \ + a \1 INV = 887.9 / O/ / RISER =3.0' I I MH -19 CS= 897.9 / S =1 +20 9 \ INV = 887.7 CS= 897.7 7 , -- v S =1 +01 INV = 889.9 \ 4 CS= 899.9 5 NOTE: BENCHMARK ° 25 50 100 LOTS 3 -7 BLOCK 2, DIP TNH SPRINGFIELD LOT 10 -11 BLK 1 cn UU WATERMAIN SERVICE TO ELEVATION ELEV= 924.90 GRAPHIC SCALE IN FEET LL] Z a- BELOW STORM SEWER AT _ � 0 CROSSING. LAKE RILEY ROAD EAST '�t -�- " w .............�.n N o..................................................................................................................................................................................................................................... ............................... . MN Uri �� LO co M� . �00 DO �zZO . z \> ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . 3 w vii I w :... .. ......... ......... ......... ......... ......... . I � � ^ `91 0 3 lay. : N I l 910 p ................. :....... ......................... ............ ......... ....... .. ......... ......... ......... m W � °D rn :l 9\ w OO o z"l oo w n � UD r �"00 � 3Z t0w 0 Np7 ^CO �� �� ` N G ,x.,;00 pp �� Z .UOM CO e 00 00p � M; _b 905 ........ ........ ..... .. .... . 4OZ L 905 E. �Z M N . =�> _ : I oo M~ M iR z z EXISTING GROUND M • :l 00 : . ........ I , FE-- - 3l 17 Lq 00 � z � z z ° z o c�i c(A I PROPOSED GRADE N o p X � W 900 9 00 .......... ...... 1.2 •PLUG ............. ............. ..... .... � ... .. .. .. ......... ......... ......... ... :.. .. . ...... :......... ......... ... ...... :....... CD C: a TOP PIPE M O . - 0 ELEV =898.0 00 : C4 00 04 00, 2 I 11' I \ : / p X9.5 ..:.. .......:.........:.........:101 :...'. • .. ................. =•I ....................... .:.........:......... :... ......... .................... ........... ......... l Z X NOTE: .f1..... ego; :II' _ :.. CO NECT TO ;EXISTING Q OR�78 r \ -C X WATERMAIN. CONTRACTOR: lye - - - - - - - - PROPOSED STORM= i = _ 7.5': MIN. BURY . TO FIELD VERIFY NOTE: : I I LOWER WATERMAIN T0: _� - - - - - - 12"' LOCATION &ELEVATION..: 1. 1 MAINTAIN :18 ". SEPARATION ......:........ :... . - - - -.. ...... :.........:........ :.... :.... :..... C900 OR , k� 890.. .. 890 ..:............................ .............. WITH STORM SEWER m 1� ' ' 1 CROSSING 0' : �N 123, :1 w N m m 8" PVC SDR 35 : PR POSED STORM EX. PLUG' 8 S $ 5 TU ° 118' ..:. ........:.........:.........:1. EL•= 883. 16 ......�.......�............... J... .� . ... ........................... ... .......................... ....... ...................... . 8" ' VC 'SDR? n. - -- - -- 117' 118 .95% ......119...... 125 '8" PVC SDR 35 ® 2 145' ® �: I SULATE X -I 8" PVC SDR 35: 8" PVC SDR 35 8 "•PVC SDR 35 INSULATE X -ING „ 153: : ® 0.4096 NOTE: 88' . EX. ;81' 8" PVC SDR 26 :SEE CITY ®0.40% ; ®° `� °% LOWER WATEf�MAIN TO SEE CITY : : 8 PVC SDR 35 880 8" PVC SDR 26 ® 0.40% DETAIL 2204 MAINTAIN 18 ": SEPARATION bETAIL 2204: ®3'9 96 ............................. ................. @'Q.40 %....... ' .............................................................................. ............................... WIT14 STORM' SEWER.................................................... ............................... " __ _ _ 880 NOTE: OSSING ®282 5 EXISTING SAN ' CONNECT: TO EXISTING: ER : $ 'PVC sb %: � . 8" P'VC SDR 35 ' SANITARY, CONTRACTOR : @ 0.40% TO FIELD - VERIFY LOCATION: & ELEVATION. ............ ............................... ............ .......... ............................................................................................................................................................................................. ............................... 12 +50 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 PI2NEERengineering 110211- PH2- 312.DWG CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHTTEC S 651)681 -1914 Ihereb cenif thatthis lanwas re aredb Name Revisions 7 ENNA7� y y P P P y ° -28 -11 SANITARY &WATERMAIN L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADDN. 2422 ota Her se Dave me or under my direct supervision and that I g 935 EAST WAYZATA BOULEVARD 3 13 Mendota Heights, MN 55120 Fax: 681 -9488 am a duly Licensed Professional Engineer John M. Molinaro Desi ned NAP 7 7 OF www.pioneereng.com under the laws ofthe State of Minnesota Reg. No. 45831 Dale 10.28 -11 Drawn JLL/JMM CONSTR V CTION WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2011 Pioneer Engineering I 3 J I �O ' I I 4 J \ li II li HYDRANT . . . � . c ZJ . . . . . . V7 ............................... . . . . . 8 "X0' TIEE W /6 "GV 00 1 -Go 20D 6 DIP POLYWR PPED CL52 O IX)� 00 � Of M ........................................................................................................ GND.I LEV. =909.2 19 LA N ......... �0�. ��� to p ...... NLOO. Lti ..�p.0. ......... . 18 Z'1 100 20 ; I 23 16 1 7 S= 2 +09 I I S= 0 +10 I 21 2 2 S= 0 +61 S= 0 +77 5 =1 +44 I I INV= 898.8 INV= 895.9 I I INV= 901.4 CS= 911.4 I 5= 0 +75 INV= 904.0 I I I S =1 +15 1 \ INV= 908.0 CS= 918.0 INV= 893.3 CS= 908.8 CS= 905.9 CS= 914.0 I I S= 0 +38 INV= 916.1 INV= 906.8 1 1 X> CS= 903.3 920 8 " -11 J! ......... ......... ......... ......... ......... ......... ......... ......... CS= 916.1 CS= 916.8 I \ \ 1 1 ..... .........:.... . ........ 8 "- 11%'BEN :......... :......... :......... :.. ..: 12 "X8"TEE cgIm 0 8 " -22� ND 6 ` \1 0 +57.77 �0 \ \ - -1 S -1 +09 IN 894.5 CS= 904.5 31 I I F M o MH 5 =1 +79 S= 2 +44 1 I S= 0 +78 / 1[- - � `'- -- INV -8974 [INV= 900.7 1 1 INV= 9046 MH 5 ° 1 1 'k 1 zJf N � I HYDRANT S "X6 "REDUCER W /6 "GV 8'-6-DIP POL APPED CL52 MH -26 1 ND. ELEV. =91 9 5 +48.39 1 ° CS= 907.4 CS= 910.7 I I CS= 914.6 / / S= 4 +7�. - 1I 9 1 1 / /INV = 906. 906.5 I I I I \ 1 1 30 i i 28 CS= 916.5 i INV= i i s =0 +64 27 CS= 917.1 S= 0 +37 INV= 908.1 INV= 907.7 CS= 918.1 L J L 26 x i CS= 917.7 25 \ \\ 24 \ OUTLOT B J i i ° 1 I LAKEVIEW CIRCLE :► MERAl F-?W7_ 1 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER & WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON- GASKETED), WITH A MINIMUM SERVICE GRADE OF 2%. 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' BURY. 5. ALL WATER SERVICES SHALL BE 1" (TYPE "K ") COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C -900 DR -18 UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL BE ASTM D -3034A WITH SOLVENT WELD JOINTS NON- GASKETED . 8. LL UTILITY CON LICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 9. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 12. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. BENCHMARK TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 0 25 50 loo GRAPHIC SCALE IN FEET ........................................................................................................................................................................................................................................................................................ . . . . . . . . . . N I . c ZJ . . . . . . V7 ............................... . . . . . 00 1 -Go 20D IX)� 00 � Of M ........................................................................................................ ............................... . .. LA N ......... �0�. ��� to p ...... NLOO. Lti ..�p.0. ......... . Z'1 100 It �� �coO1 MO� � �<o�� p0�p o0M : N 04 I : : NOf?O NJim00 920 en n00 N _ � X> ?�-- 920 :.. . .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ..m� m m ........ ..... .........:.... . ........ .. .....:.........:......... ......... :......... :......... :......... :......... :......... :.. ..: cgIm 0 . . . . _ . . z z . PROPOSED GRADE . : . . . . . . . . . . . . . . . . . . . . . 915 :.. ..:.........:.........:.........:.........:.........:.........:.........:.........:............... 3...:........ .:.........:.........:......... :........ ..........:..... ..� .. .. ........:.........:.........:...... ...:.........:.........:....... ..:.........:.........:..915..: Z W a1 0 "1 _I Lp 00 m0 o m �- . � . . . to W . . . . . . . . . . . . . . . :.. 910 �00 :.........:.........:.......... :....... :.........:...... ..:.........:.........:.........:.........:.........:....... ..:.........:.........:........ z z O J� �__ .. EXISTING GROUND ...:.........:.........:....... ..:.........:.........:..910..: m - -0. = L : >> >I / M iR Z Z Z 4 7.5' MIN. BURY Ti5� 23�' 8" PVC SDR 35 ® 3.77% 890 890 YWRAPPED -DIP :.. 88 ..:.........: 8" DIP CL52 :.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... ..:.........:.........:........ . ® 3.77% ............. 885 PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHTTEC S 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 313.DWG I !N4 BASIN 100 OUTLET =871.0 - -- HWL= 873.72 r — CST E WET. VOL. =2.65 AC *FT NWL,8j3 0 STOR. VOL. =1.99 AC *FT 2 \, a° T w w x rn w w N 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 TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CAS TING OR EQUAL CB -128 36 "X24" R -3067 V CB -129 36 "X24" R -3067 V CBMH -123 54" DIA. R -3067 V CBMH -124 48" DIA. R -3067 V CBMH -126 48" DIA. R -3067 V CBMH -127 48" DIA. R -3067 V MH -122 48" DIA. R -1642 MH -125 48" DIA. R -1642 0 25 50 100 N 3 N GRAPHIC SCALE IN FEET Z w_I z1 iI I 1 00 - ........................... .......... ....................� M ' ................................................................... ............................... I� MN rn - CV CV 600 00 Npq 00) 00 N I EXISTING :.. 91a ..:.........:.........:.........:.........:.........:.........:.........:..... ....:.........:.........:...... 2�>. > °.............:........ .I'`,�1 ......:.........: .........:.........:.........:. :.i n......: .........:.........:.........'. ..GRO NA.........:....... ..:.........:............9� ..... ��� =00-0 1 O1 z •> V —zzz !n w3 UZE ??: M / : rrJ : : ? 1 : : : : : : : - w z 3 Im a I '� �i I . 3 rn in w z .I rn �o� �� 0000 1 .I � .. 905 ..:.........:.........:.........:.........:.........:... ......:.........:.........:.... GR :....... :.. ......... .....:.........: _ :.........:............. ...NC)a ..... :.........:.........:.........: �'� ......:......... :.........:.........:.........: EXISTING / �� NoNi? �� ^o '^ OUiVO . . v .. ^ 00 z o ...00 . . :Cz > MN IM 0)00 00 Z �ap Oi Oi N O0z ao o 1 � PROPOSED 2 GRADE .... _ — — � z z 6 > M .. :.. 900 ..:.........:.........:.........:.........:.........:.........: .........:.........:.........:. •.........:m�zzz \ :.............. ....:........:.........:........ :.........:.......PRQFMI ?� �.. 00-0' �z 900 Fr ...................... 131 ................... ............................... �_._... / ' 17' 15" RCP CL5 15" RCP CL5 00.50% z 15' RCP CL5 0 0.50% 00,50% ................................................................................................................................................................ ............................... ..:.........:.........:..875..: . z :..885 ..:.........: 24" RCP CL3 o o 00.34% 880 BASIN 100 N> :.. :...... QUTLI =T =871:0 651)681.1914 2422 Enterprise Drive Fax: 681 ..:.........:.........:.. .......:......... ..:....... HWL= 873.72 L- z -9488 Mendota Heights, MN 55120 WET VOL. =2.654 AC *FT Jolm M. Molinaro Designed NAP 935 EAST WAYZATA BOULEVARD STOR. VOL =1.991 'AC *FT ,,,,,,,r,,,,,,­ „f,,,, crarP „fn,r;,,,,­„ra i2en u, 45831 Hare 10 -28-11 21 ".F.E.S. .. 875 ..:.........:........ .:.........:.........:......... W ✓..TRASH. GUARD........ . . (PER CITY DETAIL 3107 &3108) 12.0 C.Y.- CL.M RIP RAP :W /GEOTEXTIL1E FILTER BLANKET TIE LAST 3 JOINTS . ...................... 131 ................... ............................... �_._... / ' 17' 15" RCP CL5 15" RCP CL5 00.50% z 15' RCP CL5 0 0.50% 00,50% ................................................................................................................................................................ ............................... ..:.........:.........:..875..: © 2011 Pioneer Engineering . ..... 30' ....................................................... ............................... 24" RCP CL3 PI2NEER engineering 00.34% 110211- PH2- 321.DWG CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 651)681.1914 2422 Enterprise Drive Fax: 681 lhereb cenif that this plan was prepared b Name me or under my direct supervisio an that I Revisions 7 E�7NA Date 10 -28 -11 L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADDN. STORM SEWER CONSTRUCTION 5 OF 13 I I -9488 Mendota Heights, MN 55120 am a duly Licensed Professional Engineer Jolm M. Molinaro Designed NAP 935 EAST WAYZATA BOULEVARD www.pioneereng.com ,,,,,,,r,,,,,,­ „f,,,, crarP „fn,r;,,,,­„ra i2en u, 45831 Hare 10 -28-11 .,m,,,., ... ,.r.fr.f weWeTe JvrJUJnJFCnTe sslgl CHANHASSEN, MINNESOTA I © 2011 Pioneer Engineering � 11Y1� 1 2 I I II II II II I I I I II II I L r 1 L— � Ci',L3m� I I J I i 3 4 5 4" HDP T. y I I I H -205 - -� L --I L_ i s 14 +00 REF ECTIONS RO D -1 — �I 4° PERFORM D -1 F CB -206 F +dA F HDPE 15 14 13 12 II ( I I 10 0 1 EX.CBMH -204 ox F I \� III 01 I I ti r / 1 1 i 1 � \ 11 \ 1 1 a 4" PERFORATED PVC D.T. (TYP.) J 1 CBMH -134 I I CBMH -133 \� - - -- r ! ` -- 1 CBMH -1311 CBMH -132 CB -135 1 I I I I I I I I I I \\ 1 I O 4" P 1� D.T. I II II I I I I I I I I I I I I I 16 17 18 CLEANOUT (TYP.) I � I 1 1 1 20 i 1 1 1 23 21 I 22 I I I I I III I I I I I 1 1 \\ `— L — — LAKEVIEW CIRCLE BYO J — I I 2+00 -<— - 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 TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. 34 \ v 35 PER F � � 1 �F�... 36 NoCBMHs 402 CB -403 CBMH -401 37 \ \ 0 +81.15 \ \ 1 J L - EXCB-122 a = # # 0 +02.80 a a < << << a te la v09 I I o STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB -135 48" DIA. 10' 14 PVC D.T. S-rU 1 `J CB -403 W/1 "1X4" TEE (TYP) CBMH -123 54" DIA. H -130 � I I I 00.3 J 01.6 I 01.9 - -- E.O.F. IL I 48" DIA. R -4342 CBMH -133 E.O.F. 4 - -- i r- -, 9.5 JI - - - - JI i - - E.O.F. CBMH -205 - R -3067V CBMH -401 48" DIA. R -3067 V CBMH -402 48" DIA. R -3067 V MH -130 48" DIA. R -1642 0 1 EX.CBMH -204 ox F I \� III 01 I I ti r / 1 1 i 1 � \ 11 \ 1 1 a 4" PERFORATED PVC D.T. (TYP.) J 1 CBMH -134 I I CBMH -133 \� - - -- r ! ` -- 1 CBMH -1311 CBMH -132 CB -135 1 I I I I I I I I I I \\ 1 I O 4" P 1� D.T. I II II I I I I I I I I I I I I I 16 17 18 CLEANOUT (TYP.) I � I 1 1 1 20 i 1 1 1 23 21 I 22 I I I I I III I I I I I 1 1 \\ `— L — — LAKEVIEW CIRCLE BYO J — I I 2+00 -<— - 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 TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. 34 \ v 35 PER F � � 1 �F�... 36 NoCBMHs 402 CB -403 CBMH -401 37 \ \ 0 +81.15 \ \ 1 J L - EXCB-122 a = # # 0 +02.80 a a < << << a te la v09 I I o STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB -135 48" DIA. R -4342 CB -206 36 "X24" R -3067V CB -403 48" DIA. R -4342 CBMH -123 54" DIA. R -3067 V CBMH -131 48" DIA. R -4342 CBMH -132 48" DIA. R -4342 CBMH -133 48" DIA. R -4342 CBMH -134 48" DIA. R -4342 CBMH -205 48" DIA. R -3067V CBMH -401 48" DIA. R -3067 V CBMH -402 48" DIA. R -3067 V MH -130 48" DIA. R -1642 �� �� i III �1 _►�I- 1' —, +ao 1 _ �l � \ � i o 25 50 >oo SEE SHEET 5 GRAPHIC SCALE IN FEET cn I\ z In w I .................. ............................... O......................... N .................................................. ............................... .................................................................................................................. ............................... . O. Ln e 1 C-4 ICD� 006) ^0) . N Oi F- M :.........:.........:.........:.........:. ....X >: >...,Ln..:.........:...1 p...:.. N......:.........:.........:.........:........ .:.........:.........:......... ................................................................................................... ...........................: w�z.z N =rn?O. � cD mom » N \ CD N NO M _ : . O O O 915 Z j .. 915 .. .. .... ..... ......... ......... ..... ..m�......... ... .. ....: ..... ......... . ........ ......... ......... ._. ... ..... ......... .........: .. .... ......... ......... ......... ...... ... ......... ......... ....... .. ......... ......... .. ..: Nrn0 / w z z U ? N ; z rn �— ;`EXISTING : rn ZeI _I in z -1 GROUND - I LO :.. 910 ..:.........:.... ....:.........:......II ......z�j).....:...Z 0 ...:.........:.... o m..:.........:..0) ....:.... m :......... .GRADE..: ^ .....:......... :......... :......... :......... :......... :......... :......... :...................: 1 10 PROPOSED m . �3 N 10 1 ro Sri LO ,6 0) p � : w :zLLI �� a ^ern 0! (M ^ ^� �� ao �p ,�� : Mp0)ao pOpH M�m00 O) .. Z- EXISTING GROUNID in in p in ; ; 0) 00 1' p Z Z 0 00 ~ 1. 10 LO 04 (0 I p "O Y01 —O I p ••O M07 905 PROPOSED GRADE 'nom^ tONao . Nm0) ��zm m�» ��ZO I �> C4M 905 J.I.....I.I .................. "jO•aO10 ... �m .. �n.W ...............m�>> ua.??...... mom» m -z ro 00 ............ . rn ao _ ... Np•a�oa�o MmzO .I rnZ� _ — — U� Z Z' U� Z Z � 29.: 00... p I 200_0 r per N : - - - -- _ —� 10T 12" RCP CL5 xm.zzo 2 zz m » �rnZ� ?�_ - - -- EX. 30' 12" RCP CL5 0 1.00% m�; »> �� -- coo ?? 3 : �ao_o 'r'� m v F z z z �» :EXISTING EX. 171' 15" RCP CL5 ® 1.00% ; I U z m" el ,. @.0.50 . ...... .. in .... n GROUND ..:.........:. ....:...... ......: .. .............................:. .N.— ^�.......... �n......:.........:..90.0..: s RcP cLs p I- 00 .. @ 1;00 n *nI00H PROPOSED I Irn••8 NOo00 xaozo GRADE 133' N tO 0000 m >> 000 .. 895 ..:.........:.........:.........:.........:.........:.........:..... ....:.........:.........:...... :....... ..... 35 :,5" PVCSSDR 35......... ® 0.7 :.........:.........'ch°D ? ...:..... ?..:........ :.........:.........: 87' • 15" PVC SDR 35 / 8g rJ i5" PVC' SDR • ®0.50% Q4� • :,� y ' 1 108' 01.25% :Wm? v�Z 15 PVC SDR 35 58' 01.80% 58' •15" PVC SDR 35 �� 890 :15" RCP CL5 02.00% v 890 ............................................................................ ............................... ...0 12. 00%................................................................................. ............................... ..........�... ............................... ............................. PI2NEERengineering CIVILENGINEERS LANDPLANNERS LAND SURVEYORS LANDSCAPE ARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 322.DWG II I 1 1 \ 16 17 18 920 i i 22 23 _ [__l I� II 21 0+3 a 905 CB-306 J L- — — — L _ HDP I . T. I I � 1-- 1 �YO J CLEANOUIT �TYP.) I * I 2 +001 I 1 +00 ---- '+- - -1 ` -ICBMH -3041 0 +39.88 \ 31 \ I \ I \ I � I \ I r CBMH -303 ATE > / 1 +57.24 D.T. ( \ I OPE / 30 29 28 27 I I I MH -302 I I I I // I I I I 1\ 24 \ O I I 25 / I ��Ti nT B — i i 10' -4" PVC Il STUB _301 BASIN =8 300 - OUTLET =892.0 HWL= 894.38 FES -311 / ` WET. VOL. =0.91 AC *FT STOR. VOL. =0.78 AC *FT / '9 3 892 0 4X00 s 2 �W/15 "X4" TEEI TYP.) /// 1 \ 4" PVC D.T. \ L CLEANOUT (TYP. 1 ml a 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 TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE `� STRUCTURE SIZE � 1 313 36"X24" � 4" PERFORATED CB -306 36 "X24" � \ PVC D.T. (TYP.) J 27" DIA. R -4342 CBMH -303 48" DIA. R -3067 V CBMH -304 48" DIA. R -3067 V CBMH -312 48" DIA. R -4342 MH -302 48" DIA. R -1642 MH -313 48" DIA. 3 / CB -314 34 a 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 TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB -305 36"X24" R -3067 V CB -306 36 "X24" R -3067 V CB -314 27" DIA. R -4342 CBMH -303 48" DIA. R -3067 V CBMH -304 48" DIA. R -3067 V CBMH -312 48" DIA. R -4342 MH -302 48" DIA. R -1642 MH -313 48" DIA. R -1642 0 25 50 100 GRAPHIC SCALE IN FEET . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . LO . . . . . . . . . . . . . . . . . . . . . . w w n :.. .. ......... ........ . ......... ......... ......... I zI I m 915 : 915" ... ......... ......... .... ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... ... ......... ......... ....... .. ......... ......... .. ..: to to ui� EXISTING t N� : K) 0 0 ui" Ld GROUND oNrn °o°D m�z r0i "aO1orn lin in I io r) 00 m H U — 1 :.. 910 ..:.........:.........:. ^ �.. ?RQ ?OSE� ........I ° z z D °w? ? ° ...:........ w �.� �,....^ _�,,.� o ................. _ .........:........ ........ ....... .................... .............................. ». .. 3.1 .................... p GRADE m > > > m _ z z z ; ,1 ao :PROPOSED z -1 CO. EXISTING I in :0� mod m�zzz �� - -- n� ;GRADE ;��. oN o GROUND LO EXISTING r°o�°r° �N EXISTING r)oo00 � 3 00:D 1 0 . I GROUND ; ; ; ; ; ; ; ; `� ' M rn ? O PROPOSED =rn- rn. :.. 905 ..:.........:........ M rn 0 z :...... °" :.........:.........:.........:.........: .........:.........:.........:. "n >7 GRADE.:.... `1 905 �. >.�•• .. ..... ............................... gym&..... z_. .., o............ ............................... m —z m2 »...' Om..� M� :...... �ZZ...... U�— U0 ? / MmZO 3 :z 2000 -0 m K K Go Jo UD —� "00 ..:.........:......... ..... ...:.........:........ .........:.........:..... 44' ....:.. .....:.........:.........:.........:........ .:.........:.........:......... :.........:.. :..Mao..:........ .:.........:.........:..90.0..: .. A A 15" RCP CL5 ' rn 0: 3.35% :o 00 � a°io ml � > rn z MI, U :..895 :: : . 29' .......:......, 17'.:........ ...........:.........:......... X.. .... ... ....... . 15• RCP CL5 15" RCP CL5 z z Q 0.50% 00.50% N j 101• x 15" PVC SDR 35 x 0 2.86% 63' 890 z .18" RCP CL5 BASIN 300 OUTLET =892.0 L ....... .......... ..........:.........:.........: ........H.WLn89.4.38.:......... WET VOL. =0.91 AC *FT STOR. VOL =0.78 AC *FT :.........:..... ll......... .............:..71............. ..:.........:............895... 01. 109 15" PVC SDR 35 22' 15" PVC SDR 0 X ......:.........:.........:.........:.........:......... :.........:.........:.........: • b. 50%.:... �..............:.........:.........:... ......:.........:.............. .. 0 .RCP .... .. ®. . 50%.. 35........................................ ............................... $9O.. . ® 0.50% 15 ; F.E.S J ® 0.50% 1 cn 18 F.E.S. Z z W/ TRASH GUARD.: :W/ TRASH GUARD, (PER CITY DETAIL 3107 &3108) ; (PER CITY DETAIL 3107 &3108) 10.0 C.Y.- CL.III RIP RAP 10.0 C.Y.- CL.III RIP RAP W /GEOTEXTILE FILTER BLANKET :W /GEOTEXTILE FILTER BLANKET .......... ................................................................. . ........ ......... . .... .................................................................... .............................. . T1ELPST 3 JOINTS: : : TIE LAST3JOINTS : . PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 323.DWG � 26 —__7 27 \_ / 28 I 29 I - -J I I 30 w w V) W W M SEE SHEET 7 ,i 77n i / \ CS -300 FES -324 /� /892.0 8;94.0 38 ° VOL. =0.91 AC *FT !.I VOL. =0.78 AC *F o I O / / / c SEE SHEET 5 C/ 0 a 0 io l �\ 12 ` � I 11 I HDPE D.T. `\ E UT (TYP) \ / 4" PERFO TED- \ \ \ DPE D.T. ( \ \ 10 \ \ `\ MH -323 / \ \\ ` \ / 8 2 \ \ ` % FES -321 \ % 1 No,ES: ,. Grates to be made in (2) pieces 2. All metal shall be hot- rPped- ,bwnld.d Male 15' CL5 F 0.5% Structure Requires (2) - Pieae crate Per Drawing See P /v> or _. NWL =892.0 Mole a °aaath Bar re. eaeh we, 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 TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN —OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. See Detail A -A 57'0 O.D. /a "xi" Flat steel. Ll- Fl- N-F-1� Place Class III RiP o Rap around structure. and Washers 1 /4" steel Plate \\ I-'Y HWL= 094.38 DETAIL A —A let Pipe 5" CL5 RCP 0.0% NOTES: 1. 5taodam pipe bedding required on bath Inlet & Cutlet pipes. 2. Tie last three jaunts. Use trva he bolt fasteners per jaunt. STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH CASTING OR NAME SIZE EQUAL CS -300 48" DIA. SPECIAL MH -322 48" DIA. R -1642 MH -323 j 48" DIA. j R -1642 0 25 50 100 GRAPHIC SCALE IN FEET ..:.........:.........:.........:.........:.........:........ .:.........:.........:......... ......... ..�...15 "• . 1fi RCPI CL5....... 22' Z :0 0.50% 15° F.E.S. I (PER CITY DETAIL 3108) 15 ®ROCOPOCL5 : X x TIE LAST 3 JOINTS. za 885 ........................................................................................................... ............................... . .:.... � ...:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... ..:.........:.........:........ .:.........:.........:..89.0..: \ 119 Z 15" F.E.S. > W /TRASH GUARD, LL ? (PER CITY DETAIL 3107 &3108) :..87.0..: ......... ....1.1....... 10�C.Y.— CL.IIIRIP —RAP .........:.............................. ............................ 870 ..: W/GEOTEXTILE FILTER �BLANkFT. . . . . . . . . . . . . . . TIE: LAST 3 JOINTS. 53' .15" RCP CL5 865 : ® 0.50% 865 ........................................................................................................................................................................................................................................................................................ ............................... PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITE= 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 324.DWG U.1 N . . . . . . . . . . . . . . . . . . •W o . •W 905 ao f Z.1 .. ......... ......... .. Woo f.... G RAE ............ ... : ....................o .............................................................................................................. .............................. Pei u MOD ? O . :N � nI � o^ 00 UD_ ZZ: � cq M °900 M� � o 900..: :.. .. ......... ......... ......... ......... ......... ......... ...... ... ......... ........ ...... .D .:... .. ..:.........:.........:.........:.........:.........:........ .:.........:.........:......... ......... ..�...15 "• . 1fi RCPI CL5....... 22' Z :0 0.50% 15° F.E.S. I (PER CITY DETAIL 3108) 15 ®ROCOPOCL5 : X x TIE LAST 3 JOINTS. za 885 ........................................................................................................... ............................... . .:.... � ...:.........:.........:.........:.........:.........:.........:.........:.........:.........:....... ..:.........:.........:........ .:.........:.........:..89.0..: \ 119 Z 15" F.E.S. > W /TRASH GUARD, LL ? (PER CITY DETAIL 3107 &3108) :..87.0..: ......... ....1.1....... 10�C.Y.— CL.IIIRIP —RAP .........:.............................. ............................ 870 ..: W/GEOTEXTILE FILTER �BLANkFT. . . . . . . . . . . . . . . TIE: LAST 3 JOINTS. 53' .15" RCP CL5 865 : ® 0.50% 865 ........................................................................................................................................................................................................................................................................................ ............................... PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITE= 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 110211- PH2- 324.DWG CURB LEGEND 08.15 = TOP OF CURB ELEVATION ' FOR SURMOUNTABLE 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 I I I III \ \ I STOP SIGN (R1 -1) LAKEVIEW ROAD EAST LAKEVIEW CIRCLE \ \ / \\ \\ \\ \ 29 \ \ \ - \ 3 30 \ ` OUTLOT B 96.89 96.55 97.79 - - OUTLET=892.0- - - \ HWL= 894.38 I I ' I 3 32 3 I I 1 I II I + I , I 00.00 1 ILA � L - - - -- j4/// 35 J / ' 36 - �- - -- - - - - - - - - - -- 00.00 O o 97.79 96.55 o 4° HDPE D.T. \ \ 98,89 T o f I CLEANOUT (TYP.) I I j n 93.37 92.62 7 8 i i 9 i 10 O11 i i 92 B CL BL 30' 1 30' ' 15.5' to Back 15.5' to Back 93.37 ' / \\ \ 37 <,' 92.62 00 &<e) eo �' Wear Course to 1 2' oQe r \ o \ 1 \ Above Edge of Gutter \ \ 7C 3.0% 2.0% � l�oT � Pry MATCH \ \ \ CURVE TABLE y b 1 �raln tile -1 \ \ 4" Topsoil, Seed 1 1 /2 " -MNDOT 2350 LVWE35030B \ \ CURVE DELTA LENGTH RADIUS TANGENT &Mulch or sad. Draintlle Tack Coat - 2357 CS 16'32'00" 77.9, 270.00 39.23 Surmountable 2 " -MNDOT 2350 LVNW35030B Concrete Curb 0 25 50 100 12" -Class 5 Aggregate Base, 100% Crushed C9 51'52'49" 208.26 230.00 111.88 24" MNDOT 3149.2B Select 0 25 50 100 C10 1476'01° 249.00 1000.00 125.15 Granular Borrow ( *See Note 7) GRAPHIC SCALE IN FEET C11 71'25'48" 204.99 164.43 118.22 Lake �lley Road East BENCHMARK GRAPHIC SCALE IN FEET TYPICAL STREET SECTION (NOT TO SCALE) TNH SPRINGFIELD LOT 10 -11 BILK 1 ELEV= 924.90 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Lr1 •O .� .00 •t0 .� .W .� .N .00 •r- •t0 •M •(n .^ .Ln - 04 •L0 •N .00 - M •(n .l0 •t0 . .N .O .N .M .�O .Cn .M .I� .uy .I- .O1 .�17 .a0 .�17 .00 .M :O .a0 .00 .00 .CO .CO .01 .GD .CO •Oi .01 .01 .00 .I� .� .6 .(O .W .01 .O . r .01 .I� .IA .M'i .CV .CV . .� .O .O .O .O .O .O .O .0 .p .O .O .O •01 •01 •O) .a0 .CO .CO .CO .00 •W •W •W .00 .CO .CO •W .CO •01 •� .Cn •W •W •W .CO .00 .00 . 925 925 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI. STA: 11 +75.00 PM ELEV: 905.59 K: 33.33 920 :LVC: 100.00: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N O : : + :.. 915 ..:........ .:.........:.........:...�a.... .....:......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... :......... : 915 PVI STA: :10+50.00 PVI ELEV: 898.09 o w o w : - K: 21 91 : : : PVI STA: 8 +25.00 PVI-STA: 5 +78.47 PVI STA: 3 +25.00 ' 1.91 PVI ELEV. 900b0 PVI: ELEV. 896.00 PVI ELEV. 903b0 K: 40.49 : • K: 22.81 • K: 29.17 : .. 910.. :... ......:.........:.........:.... ....:.........:.... ....: LOW PT. STA: +93,56 : :.........:... •LVC: 100.00 :.........:.........:... L•VC: 100.00 :.........:... •LVC: 200.00 :.........:.........:. ........:.........:.........:.. 0 L'OW'PT 'ELEV. '898.65\ ' '0 HIGH 'PT. STA: 8 +'40.70 LOW PT. STA: 5 +91.46 HIGH 'PT. STA: 3 +;44.45 „� �,� , O HIGH PT ELEV. 899.720 ^ LOW PT ELEV: 896.51^ O HIGH: PT ELEV: 961.35 O 3 00 N rn ^ O O O O PVI STA: 0 +75.00 + N + ao ,ri 00 Sri a, ao ad 00 ,ri � Sri 0 P\A ELEV. 892..76 .. 905 ..:.........: .........:.........:.........:. :.........:.........:.. :. .......... ............:.... :.........:.........:... :.........:... :.........:... :... ......:.........:.........:.... :.........:... Lvc: 30.34 0 ................905 ..: ao •a w• • a w \ 5 J 1 J 5 J 1 J 5 J 1 J NOD : : N M ..900 ..:.........:. :.. .... ...:.........:.........:... ....:.........:... ......... ........ ....:.........:....... ...:.........:... ................ :.........:.........: ............. .................. :. \ ± � � � 900 o d Q ... 890 . ............................... � . . . w PROPOSED 4. o w / \ : GRADE 0� EXISTING ... 895.. ............................................. .............................5� .... .............. \ ............................... ............................... ..... ............................... ... 885 . ............................... IU 14 +00 13 +50 13 +00 12 +50 PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARC=EmS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering \ GROUND / to a . . . . . . . . . . :.........:.........:.........: .........:.........:.........:. W :..... ....:.........:.........:...... :.. .......:.........:.........:... :.........:.........:...... wo 890.. W rl� Z07 +� 0 + +C I� - - -: W 885 ej N w cn cn w .............................. 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 -0 +50 SHEET 9 (331) 110211- PH2- 331.DWG E, Ir `\ 9 \ \ 1O SEE SHEET 9 8 10 11 12 \ <�, \\ 25 26 13 14 15 \ .c 1 \ \ 27 \ \ O \ \ 1 I 1 MATCH Ex a (� a -o I 09.87 24 o 28 I I 31 L 29 30 11 10.34 I /1 16.63 + \ \ \ i \ -� L� -JJ / / w J 16.38 99.73 / o rn � Q 15.90 00.80 g 1 08.80 ro 3 , 1 / --J / / I I I I \ REFLECTIONS ROAD / oo.8s / S 3.00% ; � � 1 / / 15.18 I I I I 03.46 o S. - H.P. + z +° C 6O�L \ J 13.40 09.15 04.92 I L >y r 17+1 +,a+ +00 e +a0 is +00 i4 +o0 12.3 i3 +00 17.82 O' C _ S _J L - -- L 0 -- `� a� oar oA� - \ E- j o it +4a +OO 0 � LAKE CIRCLE 3.00% N ! 47, Obi 10.34 1 1 I I 11 09.48 \ �O r7 m -, - - 2 + +00 } \ 5 PL + 1 I PT: 8 +49. 4 I I � I I I 3 I I I ' CL PL O I I v o / 30' 30' 1 1 1 I I I I I I I I PC. 9 +96.36 r I I I I I m 15.5' to Back 15.5' to Back 11 `I `I I I I I I II II II II I I I N 1 Wear Course to be 1/2" e L- - -- I I I I I I I 1 2 Above Edge of Gutter Shop 11 - S�oPe SEE SHEET 9 CURB LEGEND �., o°� t�l 'S 1 1' intile 08.15 =TOP OF CURB ELEVATION 4" Topsoil, Seed 1 1 /2 " -MNDOT 2350 LVWEZ5030H FOR SURMOUNTABLE CURB & Mulch or sod. Draimtile Tack Coat - 2357 08.32 = TOP OF CURB ELEVATION Surmountable 2 " -MNDOT 2350 LVNW35030B FOR B -STYLE CURB Concrete Curb 07.82 = TOP OF CURB ELEVATION 12" -class 5 Aggregate Base, 100% Crushed FOR RIBBON CURB 24" MNDOT 3149.28 Select = MOUNTABLE CURB &GUTTER Granular Borrow ( *See Note 7) = B -STYLE CURB & GUTTER TYPICAL STREET SECTION CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT C3 33'1 177.25 300.00 91.29 C6 21'39'01" 94.47 250.00 47.80 C7 23'34'07" 82.27 200.00 41.73 0 25 50 100 GRAPHIC SCALE IN FEET = RIBBON CURB & GUTTER BENCHMARK ► = CONCRETE PEDESTRIAN RAMP Reflections Road (NOT TO SCALE) Lakeview Circle TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...pp 0j 1 •.:O 01 '':O O 01 ':Q� 1 :O� ':p 01 .:p 01 '..^ p � :01 ':� � '.� p '.� p '.� p '� 'M p 'M 'm M O m O 'm O 'O 04 (O I- N N N N .O I- .In n O p -CO '� (N . .� .0; N .p .p .p .p .p .p .p .p .p .0 .p : j .00 930 930 930 930 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI STA: 13 +30.00 PVI STA: • 4 +00.00 PVI: ELEV: 912.69 PVI ELEV. 915.78 ' K: 26.67 K: 26.67 925 LVC:100.00 925 925 LVC: 100.00 925 HIGH PT. STA: 13 +60.00 . . . . . . . . . . . . . . . . . . . HIGH PT ELEV: 912. .3% ; ; PVI STA: •11 +00.00 o 0 0 0 ' a a PVI ELEV: 905.79 o o M to to 00 00 m :.. 9.20 ..:.........: : : : : : : ,+,, N : : N :.........:........ LVC: 100 00 920..:.. 9. 2. 0..:.........:.........:....... `° :....... `� :.........:.........:.........:.........:. ........:.........:.........:.. 920.. ................................ ..............................� w.................� .. .. �.... .. ... 5 LU a LU 00 oo 5 w a w PVI STA: 1 +25.00 o : o : : 0.75% : : : : PVI ELEV. 903:41 io 04 m N : : : : K: 66.67 ..:.................. ± n o cV 91..:.. 91..:.........: :......- \...... .. .......:.........:.........:... LVC: 100.00' :......... :......... :.. ...................... ............................... ................... ...............:........ ............... �: - .,�.... PROPOSED _ _ _ � '- a°,' .�.. o o -0.75% � to LO :..910.. ........ ......... ......... ...... ......... ......... . ..... ........... o ^ B m os . : : 910 .. oh...... ........ ..s ....... . ...:.........:.. ......... ......... ....... ....�... .. 910.. .. 910.. .... ..... ......... ......... ..... ....... .....\. :GRADE CL 5 w \ a w \ 1: EXISTING :..905..:........ \ .....:.........:... ....:...... .:.......... .... .9 ....:.........:...... :......... :.........:.........:......... :......... :.........:.........:....... .........:... :.........:.........:.........: ...........:.........:.... . \. ........:... ......:.........:.............. .. .. � .905 905 .. � . 905 GROUND EXISTING : Q GROUND 900 900 900 ... ...... . ..... ..... ....:... ......:......... .........:.........:.........:.........:.........:.........:.........: ....:...... ........:....... .... .. ......x. ................. ........ : W : Q \L�i N : : : : : : : : : : ZO : Q N LU 0 Ld : 895:» UL� A^ N 89 89 = W 895 ........................................................... .............................. ......... ......... ......... ......... ......... ......... ..... .... ......... ........... N �00 ......... 5 5.. .. 5.. . ...... ..0 m. .. � p ZN .. : W(O LLMd, WOm 0 : : : : : : : : : U +O : Q +p 0 I� y00i 0!�CP (Vp _j : : : : 0!t(� : : : : : : : : : : Jp+000 ZQW : : : : : : : : : QQ> :Qw : : : : ZQW : : : : : : : : : SQL 890 z. ',w NNw =NL 890 890 ()�� .(nW 890 ................................................................................................................................................................................................................................................................... ............................... .................... 17 +50 17 +00 16 +50 16 +00 15 +50 15 +00 14 +50 14 +00 13 +50 13 +00 12 +50 12 +00 11 +50 11 +00 10 +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 -0 +50 PI2NEERengineering SHEET X2. (332) 110211- PH2- 332.DWG CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH F=S (651) 681 -1914 lhereb certify that this plan was prepared b Name Revisions 7 E�7NA 2422EnterprseDnve me or under my direct supervision Date 0 -28 -11 L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADDN. Fes: 6sI -94ss ohnM.Mo Molinaro Designed NAPiJLL STREET CONSTRUCTION 93s EAST wAYZATA BOULEVARD 10 OF 13 Mendota Heights, MN 55120 www.pioneereng.com am a duty Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2011 Pioneer Engineering 12.26 1 10.30 MATCH EX. \ 1 m 3 +00 _ C6 4.50 + I 09.83 + 16.26 + \ 1 63 16.62 - - - F_ 03.46 I I 00.76 r 00� I 1 1 I 13.40 f- 7 4 6 5 5 0 4 3 3 2 2 1 ) F 1 h T it i� III 16 m LO 23 20 18 I \ 1 1 2 1 I PT: 8 +49. 4 I I � I I I 3 I I I ' CL PL O I I v o / 30' 30' 1 1 1 I I I I I I I I PC. 9 +96.36 r I I I I I m 15.5' to Back 15.5' to Back 11 `I `I I I I I I II II II II I I I N 1 Wear Course to be 1/2" e L- - -- I I I I I I I 1 2 Above Edge of Gutter Shop 11 - S�oPe SEE SHEET 9 CURB LEGEND �., o°� t�l 'S 1 1' intile 08.15 =TOP OF CURB ELEVATION 4" Topsoil, Seed 1 1 /2 " -MNDOT 2350 LVWEZ5030H FOR SURMOUNTABLE CURB & Mulch or sod. Draimtile Tack Coat - 2357 08.32 = TOP OF CURB ELEVATION Surmountable 2 " -MNDOT 2350 LVNW35030B FOR B -STYLE CURB Concrete Curb 07.82 = TOP OF CURB ELEVATION 12" -class 5 Aggregate Base, 100% Crushed FOR RIBBON CURB 24" MNDOT 3149.28 Select = MOUNTABLE CURB &GUTTER Granular Borrow ( *See Note 7) = B -STYLE CURB & GUTTER TYPICAL STREET SECTION CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT C3 33'1 177.25 300.00 91.29 C6 21'39'01" 94.47 250.00 47.80 C7 23'34'07" 82.27 200.00 41.73 0 25 50 100 GRAPHIC SCALE IN FEET = RIBBON CURB & GUTTER BENCHMARK ► = CONCRETE PEDESTRIAN RAMP Reflections Road (NOT TO SCALE) Lakeview Circle TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...pp 0j 1 •.:O 01 '':O O 01 ':Q� 1 :O� ':p 01 .:p 01 '..^ p � :01 ':� � '.� p '.� p '.� p '� 'M p 'M 'm M O m O 'm O 'O 04 (O I- N N N N .O I- .In n O p -CO '� (N . .� .0; N .p .p .p .p .p .p .p .p .p .0 .p : j .00 930 930 930 930 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI STA: 13 +30.00 PVI STA: • 4 +00.00 PVI: ELEV: 912.69 PVI ELEV. 915.78 ' K: 26.67 K: 26.67 925 LVC:100.00 925 925 LVC: 100.00 925 HIGH PT. STA: 13 +60.00 . . . . . . . . . . . . . . . . . . . HIGH PT ELEV: 912. .3% ; ; PVI STA: •11 +00.00 o 0 0 0 ' a a PVI ELEV: 905.79 o o M to to 00 00 m :.. 9.20 ..:.........: : : : : : : ,+,, N : : N :.........:........ LVC: 100 00 920..:.. 9. 2. 0..:.........:.........:....... `° :....... `� :.........:.........:.........:.........:. ........:.........:.........:.. 920.. ................................ ..............................� w.................� .. .. �.... .. ... 5 LU a LU 00 oo 5 w a w PVI STA: 1 +25.00 o : o : : 0.75% : : : : PVI ELEV. 903:41 io 04 m N : : : : K: 66.67 ..:.................. ± n o cV 91..:.. 91..:.........: :......- \...... .. .......:.........:.........:... LVC: 100.00' :......... :......... :.. ...................... ............................... ................... ...............:........ ............... �: - .,�.... PROPOSED _ _ _ � '- a°,' .�.. o o -0.75% � to LO :..910.. ........ ......... ......... ...... ......... ......... . ..... ........... o ^ B m os . : : 910 .. oh...... ........ ..s ....... . ...:.........:.. ......... ......... ....... ....�... .. 910.. .. 910.. .... ..... ......... ......... ..... ....... .....\. :GRADE CL 5 w \ a w \ 1: EXISTING :..905..:........ \ .....:.........:... ....:...... .:.......... .... .9 ....:.........:...... :......... :.........:.........:......... :......... :.........:.........:....... .........:... :.........:.........:.........: ...........:.........:.... . \. ........:... ......:.........:.............. .. .. � .905 905 .. � . 905 GROUND EXISTING : Q GROUND 900 900 900 ... ...... . ..... ..... ....:... ......:......... .........:.........:.........:.........:.........:.........:.........: ....:...... ........:....... .... .. ......x. ................. ........ : W : Q \L�i N : : : : : : : : : : ZO : Q N LU 0 Ld : 895:» UL� A^ N 89 89 = W 895 ........................................................... .............................. ......... ......... ......... ......... ......... ......... ..... .... ......... ........... N �00 ......... 5 5.. .. 5.. . ...... ..0 m. .. � p ZN .. : W(O LLMd, WOm 0 : : : : : : : : : U +O : Q +p 0 I� y00i 0!�CP (Vp _j : : : : 0!t(� : : : : : : : : : : Jp+000 ZQW : : : : : : : : : QQ> :Qw : : : : ZQW : : : : : : : : : SQL 890 z. ',w NNw =NL 890 890 ()�� .(nW 890 ................................................................................................................................................................................................................................................................... ............................... .................... 17 +50 17 +00 16 +50 16 +00 15 +50 15 +00 14 +50 14 +00 13 +50 13 +00 12 +50 12 +00 11 +50 11 +00 10 +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 -0 +50 PI2NEERengineering SHEET X2. (332) 110211- PH2- 332.DWG CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH F=S (651) 681 -1914 lhereb certify that this plan was prepared b Name Revisions 7 E�7NA 2422EnterprseDnve me or under my direct supervision Date 0 -28 -11 L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADDN. Fes: 6sI -94ss ohnM.Mo Molinaro Designed NAPiJLL STREET CONSTRUCTION 93s EAST wAYZATA BOULEVARD 10 OF 13 Mendota Heights, MN 55120 www.pioneereng.com am a duty Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2011 Pioneer Engineering CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT C3 33'1 177.25 300.00 91.29 C6 21'39'01" 94.47 250.00 47.80 C7 23'34'07" 82.27 200.00 41.73 0 25 50 100 GRAPHIC SCALE IN FEET = RIBBON CURB & GUTTER BENCHMARK ► = CONCRETE PEDESTRIAN RAMP Reflections Road (NOT TO SCALE) Lakeview Circle TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...pp 0j 1 •.:O 01 '':O O 01 ':Q� 1 :O� ':p 01 .:p 01 '..^ p � :01 ':� � '.� p '.� p '.� p '� 'M p 'M 'm M O m O 'm O 'O 04 (O I- N N N N .O I- .In n O p -CO '� (N . .� .0; N .p .p .p .p .p .p .p .p .p .0 .p : j .00 930 930 930 930 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI STA: 13 +30.00 PVI STA: • 4 +00.00 PVI: ELEV: 912.69 PVI ELEV. 915.78 ' K: 26.67 K: 26.67 925 LVC:100.00 925 925 LVC: 100.00 925 HIGH PT. STA: 13 +60.00 . . . . . . . . . . . . . . . . . . . HIGH PT ELEV: 912. .3% ; ; PVI STA: •11 +00.00 o 0 0 0 ' a a PVI ELEV: 905.79 o o M to to 00 00 m :.. 9.20 ..:.........: : : : : : : ,+,, N : : N :.........:........ LVC: 100 00 920..:.. 9. 2. 0..:.........:.........:....... `° :....... `� :.........:.........:.........:.........:. ........:.........:.........:.. 920.. ................................ ..............................� w.................� .. .. �.... .. ... 5 LU a LU 00 oo 5 w a w PVI STA: 1 +25.00 o : o : : 0.75% : : : : PVI ELEV. 903:41 io 04 m N : : : : K: 66.67 ..:.................. ± n o cV 91..:.. 91..:.........: :......- \...... .. .......:.........:.........:... LVC: 100.00' :......... :......... :.. ...................... ............................... ................... ...............:........ ............... �: - .,�.... PROPOSED _ _ _ � '- a°,' .�.. o o -0.75% � to LO :..910.. ........ ......... ......... ...... ......... ......... . ..... ........... o ^ B m os . : : 910 .. oh...... ........ ..s ....... . ...:.........:.. ......... ......... ....... ....�... .. 910.. .. 910.. .... ..... ......... ......... ..... ....... .....\. :GRADE CL 5 w \ a w \ 1: EXISTING :..905..:........ \ .....:.........:... ....:...... .:.......... .... .9 ....:.........:...... :......... :.........:.........:......... :......... :.........:.........:....... .........:... :.........:.........:.........: ...........:.........:.... . \. ........:... ......:.........:.............. .. .. � .905 905 .. � . 905 GROUND EXISTING : Q GROUND 900 900 900 ... ...... . ..... ..... ....:... ......:......... .........:.........:.........:.........:.........:.........:.........: ....:...... ........:....... .... .. ......x. ................. ........ : W : Q \L�i N : : : : : : : : : : ZO : Q N LU 0 Ld : 895:» UL� A^ N 89 89 = W 895 ........................................................... .............................. ......... ......... ......... ......... ......... ......... ..... .... ......... ........... N �00 ......... 5 5.. .. 5.. . ...... ..0 m. .. � p ZN .. : W(O LLMd, WOm 0 : : : : : : : : : U +O : Q +p 0 I� y00i 0!�CP (Vp _j : : : : 0!t(� : : : : : : : : : : Jp+000 ZQW : : : : : : : : : QQ> :Qw : : : : ZQW : : : : : : : : : SQL 890 z. ',w NNw =NL 890 890 ()�� .(nW 890 ................................................................................................................................................................................................................................................................... ............................... .................... 17 +50 17 +00 16 +50 16 +00 15 +50 15 +00 14 +50 14 +00 13 +50 13 +00 12 +50 12 +00 11 +50 11 +00 10 +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 -0 +50 PI2NEERengineering SHEET X2. (332) 110211- PH2- 332.DWG CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH F=S (651) 681 -1914 lhereb certify that this plan was prepared b Name Revisions 7 E�7NA 2422EnterprseDnve me or under my direct supervision Date 0 -28 -11 L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADDN. Fes: 6sI -94ss ohnM.Mo Molinaro Designed NAPiJLL STREET CONSTRUCTION 93s EAST wAYZATA BOULEVARD 10 OF 13 Mendota Heights, MN 55120 www.pioneereng.com am a duty Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2011 Pioneer Engineering 0 25 50 100 GRAPHIC SCALE IN FEET = RIBBON CURB & GUTTER BENCHMARK ► = CONCRETE PEDESTRIAN RAMP Reflections Road (NOT TO SCALE) Lakeview Circle TNH SPRINGFIELD LOT 10 -11 BLK 1 ELEV= 924.90 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...pp 0j 1 •.:O 01 '':O O 01 ':Q� 1 :O� ':p 01 .:p 01 '..^ p � :01 ':� � '.� p '.� p '.� p '� 'M p 'M 'm M O m O 'm O 'O 04 (O I- N N N N .O I- .In n O p -CO '� (N . .� .0; N .p .p .p .p .p .p .p .p .p .0 .p : j .00 930 930 930 930 ........................................................................................................................................................................................................................................................................................ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI STA: 13 +30.00 PVI STA: • 4 +00.00 PVI: ELEV: 912.69 PVI ELEV. 915.78 ' K: 26.67 K: 26.67 925 LVC:100.00 925 925 LVC: 100.00 925 HIGH PT. STA: 13 +60.00 . . . . . . . . . . . . . . . . . . . HIGH PT ELEV: 912. .3% ; ; PVI STA: •11 +00.00 o 0 0 0 ' a a PVI ELEV: 905.79 o o M to to 00 00 m :.. 9.20 ..:.........: : : : : : : ,+,, N : : N :.........:........ LVC: 100 00 920..:.. 9. 2. 0..:.........:.........:....... `° :....... `� :.........:.........:.........:.........:. ........:.........:.........:.. 920.. ................................ ..............................� w.................� .. .. �.... .. ... 5 LU a LU 00 oo 5 w a w PVI STA: 1 +25.00 o : o : : 0.75% : : : : PVI ELEV. 903:41 io 04 m N : : : : K: 66.67 ..:.................. ± n o cV 91..:.. 91..:.........: :......- \...... .. .......:.........:.........:... LVC: 100.00' :......... :......... :.. ...................... ............................... ................... ...............:........ ............... �: - .,�.... PROPOSED _ _ _ � '- a°,' .�.. o o -0.75% � to LO :..910.. ........ ......... ......... ...... ......... ......... . ..... ........... o ^ B m os . : : 910 .. oh...... ........ ..s ....... . ...:.........:.. ......... ......... ....... ....�... .. 910.. .. 910.. .... ..... ......... ......... ..... ....... .....\. :GRADE CL 5 w \ a w \ 1: EXISTING :..905..:........ \ .....:.........:... ....:...... .:.......... .... .9 ....:.........:...... :......... :.........:.........:......... :......... :.........:.........:....... .........:... :.........:.........:.........: ...........:.........:.... . \. ........:... ......:.........:.............. .. .. � .905 905 .. � . 905 GROUND EXISTING : Q GROUND 900 900 900 ... ...... . ..... ..... ....:... ......:......... .........:.........:.........:.........:.........:.........:.........: ....:...... ........:....... .... .. ......x. ................. ........ : W : Q \L�i N : : : : : : : : : : ZO : Q N LU 0 Ld : 895:» UL� A^ N 89 89 = W 895 ........................................................... .............................. ......... ......... ......... ......... ......... ......... ..... .... ......... ........... N �00 ......... 5 5.. .. 5.. . ...... ..0 m. .. � p ZN .. : W(O LLMd, WOm 0 : : : : : : : : : U +O : Q +p 0 I� y00i 0!�CP (Vp _j : : : : 0!t(� : : : : : : : : : : Jp+000 ZQW : : : : : : : : : QQ> :Qw : : : : ZQW : : : : : : : : : SQL 890 z. ',w NNw =NL 890 890 ()�� .(nW 890 ................................................................................................................................................................................................................................................................... ............................... .................... 17 +50 17 +00 16 +50 16 +00 15 +50 15 +00 14 +50 14 +00 13 +50 13 +00 12 +50 12 +00 11 +50 11 +00 10 +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 -0 +50 PI2NEERengineering SHEET X2. (332) 110211- PH2- 332.DWG CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH F=S (651) 681 -1914 lhereb certify that this plan was prepared b Name Revisions 7 E�7NA 2422EnterprseDnve me or under my direct supervision Date 0 -28 -11 L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADDN. Fes: 6sI -94ss ohnM.Mo Molinaro Designed NAPiJLL STREET CONSTRUCTION 93s EAST wAYZATA BOULEVARD 10 OF 13 Mendota Heights, MN 55120 www.pioneereng.com am a duty Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2011 Pioneer Engineering BLOCK HYI Nate'. CONDUCTIVITY STRAPS To BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. you - _ HYDRANT LEADS ceossES Y FW] - - - BENDS NOTES. 1. MEGAWGS TO BE USED AT ALL MECHANICAL JOINTS. 2_ PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN O HroreANTS. a. ALL G A BIT. Nurs. AND BOLTS SHALL BE ssrenBED USING A eIACTUREs COAL TAR Corr suPPUeD BY THE MANUFACTURER. SLEEVES S. BLOCKING AGAINST UNDISTURBED SOILS. f OF TYPICAL C A L CM OF A CNW EN LOC ATION REVISED: 3 -09 PLATE NO.: ENGINEERING DEPARTMENT 009 FILE NAMEG:\ENG\SPECS\1009 of ma mumble frame evenly spaced PLAN VIEW TOP COVER REMOVED 1 b Washer 1/8" t. G'AAd ,3 /4 "Ld. 2 req./ bolt 5/8" galvanized gammas bolt Or Equal ° Threaded insert to accept a 3/4'� bolt 4 required Manhole cone reinforcing 4" TIE DOWN DETAIL eenah R -17550 frame no cover or equal with concealed pick holes anhole Steps, Neenah 1981J or equal, 16 "a. c. uminum steps approved. G "- Ring gasket ECCENTRIC WATERTIGHT MANHOLE CMOF WATERTIGHT OMEN MANHOLE REVISED 2 -08 PLATE NO.: ENGINEERING DEPARTMENT 2105 FILE NAME. G:\ENG\SPECS\2105 PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECPS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering NOTES: 1. Shape of back of buttress may vary os long as poured against firm undisturbed earth. 2. Dimension C1,C2 C3 should be lar9 enough to make angle 0 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without terfering with NJ bolts. 4. 4 = 45' Minimum. 5, Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Meanings thrust restraints or equal Dr - See no BUTTRESS DIMENSIONS PIPE 22 1/2' BEND rn 90' BEND /TEE SIZE 31 D1 5' es d OR 6" 1' 5' 1' 5 Not to Scale Dries a 1' 6' B" V -5" 1' -5" 2' -1" 3' 2' -8" 3 12" V -10" V -10" S -4" (HYD) 4' -9" as 16" 3' -0" 2' -0" R/W 3' D" A-2" 3'-6' 20" 31-6. R/W 51-61 3' 4" 10' 4 a" 24" 4' -4' 3' -0" 6 10 " 3 1 ' 0 5' a" 30" ENGINEERING 12" g'-3' 6'-D" 17'-D' MH Gate valve location 9 21 48 4 on projection of 20 46 16" 6 property line. R/W RAW NOTE: 11 27 All dead ends to be 5 11 extended o minimum of 61 20" e pipe length beyond 15 NOTE: gate Ive and closed 7 Water main to be on WILL plug tied bock to 77 north and west side tee. 32 of center line unless 24" 8 hydrants pose conflict 41 95 with proposed sidewalk. CM OF 40 92 TYPICAL 15 INTERSECTION REVISED: 2 -08 PLATE NO.: ENGINEERING DEPARTMENT 1001 FILE NAME C: ENC SPECS laol 117 BLOCK HYI Nate'. CONDUCTIVITY STRAPS To BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. you - _ HYDRANT LEADS ceossES Y FW] - - - BENDS NOTES. 1. MEGAWGS TO BE USED AT ALL MECHANICAL JOINTS. 2_ PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN O HroreANTS. a. ALL G A BIT. Nurs. AND BOLTS SHALL BE ssrenBED USING A eIACTUREs COAL TAR Corr suPPUeD BY THE MANUFACTURER. SLEEVES S. BLOCKING AGAINST UNDISTURBED SOILS. f OF TYPICAL C A L CM OF A CNW EN LOC ATION REVISED: 3 -09 PLATE NO.: ENGINEERING DEPARTMENT 009 FILE NAMEG:\ENG\SPECS\1009 of ma mumble frame evenly spaced PLAN VIEW TOP COVER REMOVED 1 b Washer 1/8" t. G'AAd ,3 /4 "Ld. 2 req./ bolt 5/8" galvanized gammas bolt Or Equal ° Threaded insert to accept a 3/4'� bolt 4 required Manhole cone reinforcing 4" TIE DOWN DETAIL eenah R -17550 frame no cover or equal with concealed pick holes anhole Steps, Neenah 1981J or equal, 16 "a. c. uminum steps approved. G "- Ring gasket ECCENTRIC WATERTIGHT MANHOLE CMOF WATERTIGHT OMEN MANHOLE REVISED 2 -08 PLATE NO.: ENGINEERING DEPARTMENT 2105 FILE NAME. G:\ENG\SPECS\2105 PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECPS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering NOTES: 1. Shape of back of buttress may vary os long as poured against firm undisturbed earth. 2. Dimension C1,C2 C3 should be lar9 enough to make angle 0 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without terfering with NJ bolts. 4. 4 = 45' Minimum. 5, Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Meanings thrust restraints or equal Dr - See no BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND /TEE SIZE 31 D1 AS D2 B3 OR 6" 1' 5' 1' 5 1'-5 1' 5 2F-1 1' 6' B" V -5" 1' -5" 2' -1" 1' -6" 2' -8" 2' -0" 12" V -10" V -10" S -4" 2' -D" 4' -9" 2' -6' 16" 3' -0" 2' -0" 3' -10" 3' D" A-2" 3'-6' 20" 31-6. 2' 8" 51-61 3' 4" 81-41, 4 a" 24" 4' -4' 3' -0" 6 10 " 3 1 ' 9' -8" 5' a" 30" ENGINEERING 12" g'-3' 6'-D" 17'-D' 6'-0' PLAN 90' BENDS 7.0' COVER PLAN 45' BENDS 8.0' COVER Variable 3' Min. r e - see note 4 CONCRETE SHALL DEAD END 22.5 ° 'A N CONTACT WITH 22.5" 45 95 6 g 5 A THIS QUADRANT ISA o. 1.C2SC 18 _ OF PIPE 8 18 1 3 8 uNO BL TH TE SECTION A-A PLAN 22 1/2' BENDS 12 �p CITYOF 2 CONCRETE 11 25 2 THRUST 11 im MEN ��IIYY1IIl��➢➢99��M11 8" 3 6 15 34 BLOCKING REVISED. 2 -OB 15 33 3 PLATE NO.'. 14 ENGINEERING 12" DEPARTMENT I 1002 FILE NAME: G: ENG SPECS 1002 50 4 9 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. 507 INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION DIPRA ) . THE TABLE ASSUMES COH -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. CMOF I RESTRAINED PIPE CNANgM REQUIREMENT FOR DIP REVISED 2-08 ---------- PLATE NO., ENGINEERING DEPARTMENT 1011 FILE NAME G EN GPJSPECSFE 011 MANHOLE FRAME AND COVER "I /I BARRIER" INNER 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 45 90 DEAD END 22.5 45 95 DEAD ND 22.5" 45 95 ED ND 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 55 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 15 38 89 30" 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 25 62 148 48" 15 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION DIPRA ) . THE TABLE ASSUMES COH -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. CMOF I RESTRAINED PIPE CNANgM REQUIREMENT FOR DIP REVISED 2-08 ---------- PLATE NO., ENGINEERING DEPARTMENT 1011 FILE NAME G EN GPJSPECSFE 011 MANHOLE FRAME AND COVER "I /I BARRIER" INNER CL PL 95% of the Standard MANHOLE RING SEAL VARIABLE HOPE OR PRECAST AS MANUFACTURED r CONCRETE ADJUSTING RINGS BY STRIKE PRODUCTS" 9' POSTS OR APPROVED EQUAL WYE IMARKER PRECAST, BLOCK, OR GO 3 1/8 BEND D" BRICK MANHOLE CONE m MASTIC SEAL BETWEEN CORBEL HDPE OR FRAME AND STRUCTURE 48' INFI- SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER_ NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227 -1300. ffi & 0 BARRIER REVis ED'. 1 -10 PIATE N0.'. ENGINEERING DEPARTMENT 2109 FILE NAME G ENG SPECS 21 a9 0 AD DEW an CY ED 1 CORPORATION STOP BE EPEE L� C7 PLUGGED END/ WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. an OF I AIR CNANNASSEN BLEED DETAIL REVISED: 2 -a6 PLATE NO: ENGINEERING DEPARTMENT 1003 FILE NAME'. G. ENG SPECS 1003 CASTING SHALL BE NEENAH# R -1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE ~ OR BINDER MIN. (2 -2 ") ADJ. RINGS AND e MAX. (3 -4 ) ADJ. RINGS HDPE OR (1 -2" RING WITH PRECAST CONCRETE MORTOR = O.V) ADJUSTING RINGS I &I BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. C,FoFI�OpF MANHOLE CASTING AND CNNINILISEN ADJUSTING DETAIL REFUSED: 1 -10 PLATE No.: ENGINEERING DEPARTMENT 2110 FILE NAME '.G ENG SPECS 2110 CL PL 95% of the Standard Proctor Density VARIABLE 1.5" BIT. WEAR Natural Ground to pipe r FENCE In the pipe zone, pipe bedding and backfill shall be used as shown on 9' POSTS a WYE IMARKER 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at GO 3 1/8 BEND 2" MIN. RISE OR m 5" PVC SDR -26 PIPE MIN. SLOPE 1/4" CNANNASSEN HDPE OR RCP & DIP REVISED: I -la ENGINEERING DEPARTMENT SEE NOTE 2. PRECAST CONCRETE mr a u 112 PIPE DIAMETER MIN. o se O o SANITARY SEWER RINGS SHALL BE SET ON ABS " , ° GRAVITY MAIN If The Distance F, >m SEALANT OR APPROVED EQUAL. SANITARY SEWER SERVICE CONNECTION DETAIL The Top Nut Of The Valve To SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER on >Q MAINS FOR DEPTH OF COVER 15 FEET OR LESS. I &I BARRIER NOTES 27.E ev 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) SEE DEATAIL 2109 2 WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 5' HEAVY METAL FENCE POST NEXT TO 2 X 2 COVER RISER RINGS ARE NOT ALLOWED. MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. WEAR COURSE ADJ. DETAIL 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE on EXCEEDS 90 FEET. BE 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER �o a CE AGGREGATE (3149H). No. VB502 Iffy OF ° /J oaLL TYPICAL SANITARY U 1 CNANNASSEN SEWER SERVICE a REVISED: 3 -09 PLATE NO.: w ENGINEERING DEPARTMENT 2001 FILE NAMED ENG SPECS 2001 Tyler CASTING SHALL BE NEENAH# R -1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE ~ OR BINDER MIN. (2 -2 ") ADJ. RINGS AND e MAX. (3 -4 ) ADJ. RINGS HDPE OR (1 -2" RING WITH PRECAST CONCRETE MORTOR = O.V) ADJUSTING RINGS I &I BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. C,FoFI�OpF MANHOLE CASTING AND CNNINILISEN ADJUSTING DETAIL REFUSED: 1 -10 PLATE No.: ENGINEERING DEPARTMENT 2110 FILE NAME '.G ENG SPECS 2110 25 " -.5" 95% of the Standard Proctor Density id Varies M 1.5" BIT. WEAR Natural Ground to pipe r 1. When existing soil conditions are not acceptable for backfill and /or compaction In the pipe zone, pipe bedding and backfill shall be used as shown on 2" BIT BASE NEEHNAH -1979 -0207 WITH foundation embedment material if needed. Pipe foundation material shall i o m an ° 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at GO 3 CFFIOF riff 2" MIN. RISE OR ca ¢ r CNANNASSEN HDPE OR APPROVED EQUAL RCP & DIP REVISED: I -la ENGINEERING DEPARTMENT PLATE No.: 22Q2 PRECAST CONCRETE mr a u m o se O o ADJUSTING RINGS RINGS SHALL BE SET ON ABS " , ° If The Distance F, >m SEALANT OR APPROVED EQUAL. a The Top Nut Of The Valve To on >Q 6° THICK CONCRETE I &I BARRIER 27.E ev I ¢ COLLAR SEE DEATAIL 2109 ¢� TOP NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL ° on CASTING SHALL BE NEENAH# R -1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE ~ OR BINDER MIN. (2 -2 ") ADJ. RINGS AND e MAX. (3 -4 ) ADJ. RINGS HDPE OR (1 -2" RING WITH PRECAST CONCRETE MORTOR = O.V) ADJUSTING RINGS I &I BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. C,FoFI�OpF MANHOLE CASTING AND CNNINILISEN ADJUSTING DETAIL REFUSED: 1 -10 PLATE No.: ENGINEERING DEPARTMENT 2110 FILE NAME '.G ENG SPECS 2110 CL PL VARIES 9' Metal Fence Post 0 He N an mi as Bend as Needed Plug e (X1,Y1,Z1) (X2,Y2, Z2) 2 (Xo,Yci Min. Slope = 1 /4 " /Ft V 1 Limits of Excavation 2 "x2" Marker 6" PVC SDR -26 wye & service line. _ Tamped Fill Tee or Wye and 45' bend - EII- 1 1 C . Concrete Encasement Sanitary Sewer NOTES. 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall bee Property if the Two Shown on This Detail. 4. Exceeds Required on Private Property If Distance from Main to House Exceeds 90 Feet. s_ Count,zCoordinates). of service nee at any &all bends at Row ('m carver County Coordinates). ales). CFPYOF SANITARY SERVICE RISER MIMSEK (GREATER THAN 16' DEEP) REVISE NO: ENGINEERING DEPARTMENT 2002 FILE Ni AME: G: fNG SPECS 2002 Use BEGOT 3149.2H Course Filter Age. (Pipe Foundation Material If Required) Use MNDOT 3149.2A Granular Borrow PD VARIES yan -P The bottom of the trench shall be shaped to fit the pipe barrel for at lea t 5 e 0% of the (side diameter Pipe Dia. x 0.5 Min. "Did " Denotes outside diameter of pipe NOTES 1. When existing sail conditions are not acceptable for backfill and /or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. C�F�fpY�OpF PIPE BEDDING CNN1i1lLlSEN IN POOR SOILS REVISED'. z -10 PLATE No.: ENGINEERING DEPARTMENT 2201 FILE NAME L. ENG SPECS 2201 M Street PL Variable 9' 5' Metal fence post denoting curb box. UPI Top 6" painted blue. Curb box with 1 1/4" standpipe and stationary rod op Water Service 1 "X1" Corporation Cock 1 Type "K' Copper Concrete Block Support Water Main NOTES'. 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or s matter mans. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel paddles required on all PVC watermain. Copff p Of TYPICAL [ WATER CNANNASSEN I SERVICE REVISED -3 PLATE NO.: ENGINEERING DEPARTMENT 1005 FILE NAME: G: NG SPECS 1005 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R- 1981J, 16" an center Steps Shall be on Downstream vSide Unless Pipe Diameter Is 18" or Larger All joints in manhole to have "O "ring rubber gaskets. Infi- shield external seals as required by the Engineer. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush m s" with inside face it wall. �KOr -n -seal requiretl. Precast Inverts Must be 1/2 of } Pipe Diameter and Benches SECTION VIEW Sloped 2' Toward the Invert Minimum thickness of precast base is 5" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor -n -seal monhole or equal considered acceptable alternate. 2. All do houses shall be routed on inside and outside. 9 9 1 When the manhole or catch basin structure Is constructed outside the traveled roadway a witness post and sign (MIT) shall be installed next to the manhole_ CFIfOF STANDARD CNANNASSEN MANHOLE REVISED: 4 -09 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: NG SPECS 2101 Compacted Normal FIII Material, Compacted to 95% of the Standard Proctor Density id Varies M I II III IIIIII Shapedlll Natural Ground to pipe r 1. When existing soil conditions are not acceptable for backfill and /or compaction In the pipe zone, pipe bedding and backfill shall be used as shown on Ej 2. A sails engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall i o m an ° 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at GO 3 CFFIOF riff PIPE BEDDING ca ¢ r CNANNASSEN o w o V m RCP & DIP REVISED: I -la ENGINEERING DEPARTMENT PLATE No.: 22Q2 FILE NAME: G: ENG SPECS 2202 mr a u m o se O o 1/2 Did or pipe Poly wrap ductile " , ° If The Distance F, >m w a a The Top Nut Of The Valve To on >Q X Z The Surface Is Greater Than 8. so as ev I ¢ - ¢� TOP Adjust top to 3/4" below �a o ° on as 3 on Mueller BE H -10361 26" �o a CE Bibby- Ste -Croix No. VB502 27" ° /J oaLL U 1 a be f w EXTENSION Bibby- Ste -Croix B -5001 Tyler -or vy 0 14" Gate valve box, screw type, No 59 18° o w? No 60 24 G box, 7' -6 extended, 3o m2o Mueller N ° 14" #6 round base r Q N > 0 Bibby- Ste -Croix o err ac ad°,, VB520 No. 57 es Gate Valve Adapter. 1/4" }V ,xesX 9 o 58 Z ECM Steel With Protective ,rill VB522 3mztj1 59 Coating, 1/2" Rubber V9523 V 60 ra The Gate Valve And Idowl �Q ° I x U +� p BOTTOM BOB 9L us I Na. PE Mueller No. H -10Mueller ch D" E¢E¢ or American 1", Bibby- Ste -Croix No, VB51Flaw Central PC Resilient Wedge Valve �r o as wrzo> A Conforming to AWWA Valve and Box to bC- 515 -80 Standards 3sao plastic wrapped /1 With All Stainless \1 J¢o m Steel Nuts & Bolts. on >mvmio ��on _ oe VOVdo E i >urry m Q 'z�z'^ Y Ow J oo° -mw 0 ¢w 0as i��SaJde o rV ?�_ ma oW0fz >mV `a.,WM m w >dJ> =o oo3a mJ DAmo °3 <ro qp oP, -v+imz ai�PY-E, A mr�m m�> -0 w°acJ \_ °� i, sq QOi mz Jzazrc m >, 0 Dow ,0c vsimo - ��¢° _ °» E _ > w a mi Q?mm~° zmo QE VI ..< < rE sav, on rsVW Arz m e d o� aaaB -m Ira FEW iPEa �m 3o+ C�IpT�Y�OpF TYPICAL HYDRANT CMS 8( CN�1➢lfJS� REVISED'. 3 -09 ENGINEERING DEPARTMENT 1 PLATE NA: 1004 FILE NAME: G: ENG SPECS 1004 CL PL VARIES 9' Metal Fence Post 0 He N an mi as Bend as Needed Plug e (X1,Y1,Z1) (X2,Y2, Z2) 2 (Xo,Yci Min. Slope = 1 /4 " /Ft V 1 Limits of Excavation 2 "x2" Marker 6" PVC SDR -26 wye & service line. _ Tamped Fill Tee or Wye and 45' bend - EII- 1 1 C . Concrete Encasement Sanitary Sewer NOTES. 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall bee Property if the Two Shown on This Detail. 4. Exceeds Required on Private Property If Distance from Main to House Exceeds 90 Feet. s_ Count,zCoordinates). of service nee at any &all bends at Row ('m carver County Coordinates). ales). CFPYOF SANITARY SERVICE RISER MIMSEK (GREATER THAN 16' DEEP) REVISE NO: ENGINEERING DEPARTMENT 2002 FILE Ni AME: G: fNG SPECS 2002 Use BEGOT 3149.2H Course Filter Age. (Pipe Foundation Material If Required) Use MNDOT 3149.2A Granular Borrow PD VARIES yan -P The bottom of the trench shall be shaped to fit the pipe barrel for at lea t 5 e 0% of the (side diameter Pipe Dia. x 0.5 Min. "Did " Denotes outside diameter of pipe NOTES 1. When existing sail conditions are not acceptable for backfill and /or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. C�F�fpY�OpF PIPE BEDDING CNN1i1lLlSEN IN POOR SOILS REVISED'. z -10 PLATE No.: ENGINEERING DEPARTMENT 2201 FILE NAME L. ENG SPECS 2201 M Street PL Variable 9' 5' Metal fence post denoting curb box. UPI Top 6" painted blue. Curb box with 1 1/4" standpipe and stationary rod op Water Service 1 "X1" Corporation Cock 1 Type "K' Copper Concrete Block Support Water Main NOTES'. 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or s matter mans. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel paddles required on all PVC watermain. Copff p Of TYPICAL [ WATER CNANNASSEN I SERVICE REVISED -3 PLATE NO.: ENGINEERING DEPARTMENT 1005 FILE NAME: G: NG SPECS 1005 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R- 1981J, 16" an center Steps Shall be on Downstream vSide Unless Pipe Diameter Is 18" or Larger All joints in manhole to have "O "ring rubber gaskets. Infi- shield external seals as required by the Engineer. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush m s" with inside face it wall. �KOr -n -seal requiretl. Precast Inverts Must be 1/2 of } Pipe Diameter and Benches SECTION VIEW Sloped 2' Toward the Invert Minimum thickness of precast base is 5" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor -n -seal monhole or equal considered acceptable alternate. 2. All do houses shall be routed on inside and outside. 9 9 1 When the manhole or catch basin structure Is constructed outside the traveled roadway a witness post and sign (MIT) shall be installed next to the manhole_ CFIfOF STANDARD CNANNASSEN MANHOLE REVISED: 4 -09 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: NG SPECS 2101 Compacted Normal FIII Material, Compacted to 95% of the Standard Proctor Density id Varies M I II III IIIIII Shapedlll Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and /or compaction In the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A sails engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 31492H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of Outside Diameter. CFFIOF riff PIPE BEDDING °ia -{ N GOOD SOILS CNANNASSEN No B -5160 RCP & DIP REVISED: I -la ENGINEERING DEPARTMENT PLATE No.: 22Q2 FILE NAME: G: ENG SPECS 2202 mr a u r 18 "X18 "X8" Concrete Block CFFfOF TYPICAL GATE VALVE CMMSEK AND Box INSTALLATION REFUSED: 2 -09 ENGINEERING DEPARTMENT PLATE No.: 1006 FILE NAME: G'. ENG SPECS 1006 DROP LID join with stosnieve A' 3. ta" 7.5' Minimum cover required WATER Tyler PLAN No. 6860 HORSESHOE over tap of water main. vane Mueller 12 " -16" No. H -10361 Ir - °ia -{ Bibby- Ste -Croix No B -5160 provide Valve Stem Risers wiah ea crepe mr a u m To Within 6" Of The Surface LF .m G 1/2 Did or pipe Poly wrap ductile " , ° If The Distance F, The Top Nut Of The Valve To The Surface Is Greater Than 8. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H -10361 26" provide 12" of adjustment. Bibby- Ste -Croix No. VB502 27" Tyler No. 6860 Mueller No. H -10357 EXTENSION Bibby- Ste -Croix B -5001 Tyler No 58 14" Gate valve box, screw type, No 59 18° 3 piece, 5 1/4" shaft, size No 60 24 G box, 7' -6 extended, Mueller No. 58 14" #6 round base No. 59 20" Bibby- Ste -Croix VB520 No. 57 " Gate Valve Adapter. 1/4" VB521 No. 58 Steel With Protective VB522 Na. 59 Coating, 1/2" Rubber V9523 Na. 60 Gasket Installed Between The Gate Valve And Idowl Gate Valve Adapter, BOTTOM Tyler Na. 5860 Mueller No. H -10Mueller or American 1", Bibby- Ste -Croix No, VB51Flaw Central Resilient Wedge Valve Conforming to AWWA Valve and Box to bC- 515 -80 Standards plastic wrapped per With All Stainless BASE section 2.03a Steel Nuts & Bolts. r 18 "X18 "X8" Concrete Block CFFfOF TYPICAL GATE VALVE CMMSEK AND Box INSTALLATION REFUSED: 2 -09 ENGINEERING DEPARTMENT PLATE No.: 1006 FILE NAME: G'. ENG SPECS 1006 Cat bell from DIP join with stosnieve A' 3. ta" 71/2" h or approved equal PLAN SECTION HORSESHOE DETAILS Cat bell from DIP join with stosnieve A' feel repair sleeve or approved equal ca 4 _0 vane 12 " -16" Ir - °ia -{ B" Dse tee atmn Horseshoes filled wiah ea crepe mr a u m sides (see deceit LF .m G 1/2 Did or pipe Poly wrap ductile " , ° 79.. Precast B " -1/4 bend Integral with base section SECTION VIEW Manhole Casting and Adjusting Ring (See Plate 2110) Provide I &I Barrier on all sanitary sewer manhole (see plate 2109) - Manhole steps, Neenah R1981J Alequal, 16' on center. uminum steps approved. Manhole steps shall be placed a that offset vertical portion of cane Is facing downstream. All joints in manhole to have "0 'ring rubber gaskets. Infi - shield external seals a s required by the Engineer. \ Max. of 2 Short Manhole Risers to be Used Directly Below Cane Section NOTE 1, or -n -seal manhole a approved equal. 2. When the manh Dle or catch basin structure Is nstructed outside the traveled roadway a witness past and sign shall be installed next to the manhole. 3. Pipe shall be cut flush with inside face of wall_ 4. All dog houses shall be grouted on the Inside and outside. 6 Precast invert should be 1/2 Dla, of pipe and benches sloped 2' toward invert. 6. Precast Invert is requ lred. 7. Horizontal ductile shoo be only nipped. Minimum thickness of precast base s 6" for 14' deep or less, and s 1" In thickness for every 4'caf depth greater than 14' deep. CFFfO SANITARY SEWER OUTSIDE fF C yOSEN DROP MANHOLE REVisfo: z -oe PLATE Ne. ENGINEERING DEPARTMENT 2103 FILE NAMED ', ENG SPECS 2103 ++ + + + + + Bc ++ + + + + +1= Embedment + + + + + (n1g Ca + + + Material + + + + + E' + + + - Faun datl on - �- -I i i i i i i i i Irk If Required (see Note 1) -JI JI JI�IIJI L =� "B." Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve, CFPIOF PIPE BEDDING MIME FOR P.V.C. PIPE REVISED 2 -10 PLATE Na.: ENGINEERING DEPARTMENT 2203 FILE NAME:G ENG SPECS 2203 SHEET 11 (DTLS 1) 110211- PH2- DTLS.DWG MINIMUM 6' OF 12" O.D. 12" COMPACTED SAND PROPOSED SEWER O 1B" MIN. SEPARATION 3" STYRDFDAM NSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WTH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE. INSU LATO COMPACTED SAND AND COMPACT SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE DEFLATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" CITYOF WATERMAIN / STORM SEWER CHANE it CROSSING REVISED. 1 -10 PiATE No.: EUROPE ENGINEERING DEPARTMENT 2204 FILE NAME: G: PECS 2204 NOTE: us rmount able Curb & Gutter to be transitioned into a B618 type at catchbasin. ±o ' s Catchbasin Frame & Grate Neenah R--3067 -V or F0 VB Grate. >A ooc5' NOTE Catchbasin to be de ress 2" �c below design gutter Pine grade h No rich R -3D67points. snail be used :'Ounmountable at all low points. Concrete Curb & Gutter 2- #4-60"Long Rebars Eah ay ISOMETRIC No Scale 5 Min TronsitIPP so op of X Curb Design gutter lin SECTION A -A No Scale 0 5' Min_ Transition o X -60" LONG Rebars Each way Frame & Casting CFPYOF CURB CONSTRUCTION AT CATCH BASIN REVISED. 1 -10 PLATE No: ENGINEERING DEPARTMENT 3106 FILE NAME: G: ENG SPECS 3106 SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR (TYP) GATE VALVE 12" MIN, EXISTING BITUMIOUS SURFACE T1/4 ABOVE CASTING 2" MNDOT 2350 TYPE LV4 WEAR 0) TACK COAT 2X" MNDOT 235D TYPE LV3 NON -WEAR (B) PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE JUMPING JACK COMPACTOR ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO 2350-ORDINARY ALL PATCHES PRIOR UI APPROVAL g. MNDOT 2350 -OAR DpINARV COMPACTION METHOD REQUIRED. C'"°OF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) REVISED 2 -10 PLATE NO ENGINEERING DEPARTMENT 5202H FILE NAME G \ENC \SPECS \5202a PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2011 Pioae r E giae ring FINAL GRADE w b TRENCH of PC > " MINIMUM 6 SAND FILL -- - - - - - - - - - - - -- - - - - - - - - - 3" MINIMUM _________________ RIGID STYROFOAM SAND FILL NSULATION VARIES 2 NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12 ". COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' C1PiOF INSULATION DETAIL REVISED: 1 -10 PiATE No.: ENGINEERING DEPARTMENT 2205 FILE NAME: Ad ENG SPECS 2205 B 4 I y � RIPRAP 1 A ED af N 4 B SD PLAN RIPRAP REQUIREMENTS NTS NOTE PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED 12" TO 24° 8 to 12 CY CL3 UNDER RIP RAP AND 2 27" TO 33" 14 to 20 CY CL.3 LAYERS OF 50OX MIRAFI 35" TO 48" 23 to 38 CY CL FABRIC OR EQUAL 54" AND UP 62 CY and as CL.4 (One cubic yard Is opproximotely 2,800 lbs.) RIPRAP N Granular Filter ( MNDOT 3501.2B) SECTION A -A Geotextile Filter Type III NTS RIPRAP Granular Filter ( MNDOT 3601.2B) SECTION B -B Geotextile Filter Type III �r�p NTS C°°°OF RIP RAP C9AN�SEN DETAIL REVISED 2 -10 PLATE No: ENGINEERING DEPARTMENT 3107 FILE NAME :G ENG SPECS 3107 NOTE: 1- V Grate Shown 2- VB Grate Shown shall be Doi used at all low points. Face of Curb Direction of Flow PLAN Catchbasin casting 6' 111 Distance to q variable /2 "r R3067 -V Or equal 3 Top Bituminous Material /2 "r m�3/4per ape P.C. it ft �5 Aide of catchbasin. Precast concrete F HOPE adjusting rings. MnDOT B618 Concrete Curb and Gutter 1/2 "r� 6" 1 Distance to variable 3..r 1/ r Top Bituminous Material 2 \ m 3 slope 3 MnDOT 8612 Varies Concrete Curb and Gutter culze v & G & GUTTER "8„ maximum of 5 -2" 12„ NOTE: beds of mortar. For Use Only with Private Driveways, Varies Parking hats, ar Medians. 28 "R Y. 12'R 16" Top Bituminous Material allowed with 1/4" 68 "R N PE \ iv 2 "drop 12 m US ° � 5., c between each antl a 2 beads of Ramnek or equal. 17 1/2" 10 1/2" Surmountable 6" thick concrete collar Concrete Curb and Gutter 28" 3" Grout on the outside. CPfYOF 4' / 8 "r - Bituminous US Surface Bituminous Curb 6" Shae Formed U affOF TYPICAL CURB 0 12M SEN AND GUTTER 1 REVISED: ENGINEERING DEPARTMENT PLATE No.: 5203 G \ FILE NAMED ENG SPECS 5203 NOTE: 1- V Grate Shown 2- VB Grate Shown shall be Doi used at all low points. Face of Curb Direction of Flow PLAN Catchbasin casting I(• III Neenah 83067 -V casting and `C9 and grate Neenah Note: R3067 -V Or equal Grate to be 2" below 3" radius curb box. gutter grade_ P.C. 5' transition curb on each �5 Aide of catchbasin. Precast concrete O APUE HOPE adjusting rings. Top of Curb Jy CATCH BASIN IN RADIUS R 3p. Varies Minimum of 2 -2 ", culze v & G & GUTTER a 10' maximum of 5 -2" SURMOUNTABLE beds of mortar. TRANSITION CURB & GUTTER Varies concrete odjusment 24" x 36" Y. TYPICAL COLLECTOR RADIUS - 30' 48'. BAD, allowed with 1/4" Precast 6" precast reinforced concrete slab. 2 "drop 3' minimum to 1/2" bed of mortar E. 1. ALL DISTANCE FOR STREET WIDTHS ARE ° 5., c between each antl a 2 beads of Ramnek or equal. TYPICAL pC�f�ffp�O�Fp CNLLIW�IOGII All joints in manhole to have 6" thick concrete collar REVISED: 1 -10 ENGINEERING DEPARTMENT PEROT 8618 CONC. C As G 3" Grout on the outside. CPfYOF from bottom .� ° 8" 6" Class 5 base incidental to apron NOTES: - 5" Basin_ base Doghouses shall be SECTION A -A grout grouted n both the SECTION REVISED: 1 -10 ENGINEERING DEPARTMENT inside and outside. FILE NAME: c. \ENC \SPECS \szaa NOTES: 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. 2. Casting to be totally encased In concrete curb section. each 4' of depth greater than 14', 3. No block structures are allowed. Qo 4. No wood shims are permitted in the adjusting rings. approved_ CPFYOF STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED, 1 -10 777E NO.: ENGINEERING DEPARTMENT 3101 FILE NAME: G: ENG SPECS 3101 See City Plate No 3107 far HOLDS placement. i ISOMETRIC NTS Tie last 3 PP e joints. - Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom of pipe. NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied bock 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CM OF FLARED END SECTION CBANOASSIlI REVISED. 2 -10 PLATE NO ENGINEERING DEPARTMENT 3108 FILE NAME: G: ENG SPECS 310B 6" Conc. collar E E Gi M 24 "x36" slab opening for Neenah R3067 -V or equal I(• III Neenah 83067 -V casting and `C9 0 Note: o m P iLPO z a 1- V Grate shown P.C. a �5 2- VB Grates shall be used at all low � O APUE P paints. Jy CATCH BASIN IN RADIUS R 3p. P grate or equal. culze v & G & GUTTER a 10' Varies SURMOUNTABLE beds of mortar. TRANSITION CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' Y. TYPICAL COLLECTOR RADIUS - 30' 48'. BAD, 6" height 45.5' BAD. 6" precast reinforced concrete slab. 2 "drop 10' long transitional height long transitional height curbing' 4" height Top of barrel section under top slab 1. ALL DISTANCE FOR STREET WIDTHS ARE ° to hove flat top edge sealed with c A rWaterflow 2 beads of Ramnek or equal. TYPICAL pC�f�ffp�O�Fp CNLLIW�IOGII All joints in manhole to have TL" REVISED: 1 -10 ENGINEERING DEPARTMENT PEROT 8618 CONC. C As G SURMOUNTABLE C & G SECTION A -A CPfYOF from bottom .� ° 8" 6" Class 5 base incidental to apron NOTES: - 5" TYPICAL CURB CBAl�9ASSEN SECTION A -A RADIUS REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No: 5204 FILE NAME: c. \ENC \SPECS \szaa 2. No block structures are allowed. 6" Conc. collar E E Gi M 24 "x36" slab opening for Neenah R3067 -V or equal MY OF TYPICAL 4' DIAMETER OMMSEN CATCH BASIN MANHOLE REVISED, 2-1D PLATE NO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G. ENG SPECS 3102 NOTES: 1. orates to be made In (2) pieces 2, All metal shall be hot- dipped - galvanized r See Detail A -A / 57 "0 D.D. F 1/4•x1" Flat Steel. Hole Structure Requires (2) - Piece Grate Per Drawing P /pie >ar _. NWL. L.I. po or 0 4" a.c Vain Me T4 tea 0 -13 urvc iee Head sWith N steel Bons w'Im rvuts and washer: 1 /a" Steel Plate 9"fo12" HWL DETAIL A -A Inlet Pipe NOTES L Standard pipe bedding required on bath inlet & outlet pipes 2. He last three joints. Use two tie bolt fasteners per joint. pC°°°OF POND OUTLET C9ANgA33EN CONTROL STRUCTURE RE/ISED:1 -10 PLATE No: ENGINEERING DEPARTMENT 3109 FILE NAME: G: \ENG \SPECS \31 OR X I(• III Neenah 83067 -V casting and `C9 Y Note: grate or equal. iLPO 227.02' 1- V Grate shown P a 0� 2- VB Grates shall be used at all low o O APUE Joint paints. 285'5250" PRC Expansion Neenah R3067 -V casting and 3p. 6" grate or equal. PLAN Minimum of 2 maximum of 5 -2" CIRCUM 45.5' RADIUS-285.88'/360' concrete adjustment rings with full Varies >. BY O a beds of mortar. hw STANDARD CUL Precast concrete or X Y. HOPE adjusting rings. 48'. BAD, URBAN 60' BAD. 45.5' BAD. 6" precast reinforced concrete slab. 40'. BAD.- -NOTE: Top of barrel section under top slab 1. ALL DISTANCE FOR STREET WIDTHS ARE ° to hove flat top edge sealed with c A rWaterflow 2 beads of Ramnek or equal. TYPICAL pC�f�ffp�O�Fp CNLLIW�IOGII All joints in manhole to have Varies REVISED: 1 -10 ENGINEERING DEPARTMENT "0" ring rubber gaskets. 4' -0" Typ, Approved, Precast concrete section from bottom .� ° 8" 6" Class 5 base incidental to apron NOTES: - 5" O.C. 1. oaghouses shall be grouted an SECTION A -A No block structures are allowed. both the outside and inside. No Scale Minimum slab thickness, 6" for 14' 2. No block structures are allowed. depth. Increase thickness 1" for Manhole steps, Neenah R1981J or joint filler material - AASHTO M213. each 4' of depth greater than 14', equal, 16" A.A., Aluminum steps Qo and reinforce with 6 "x6" 10/10 mesh. approved_ QQ Minimum slab thickness, 6" for 14' CONCRETE VALLEY GUTTER depth. Increase ihlekness 1" for PLATE NO 5206 each of depth greater than 14', �C�f�fpY �OpFe JGl1 Cll9lIW47JG11 ei and reinforce with 6 "x6" 10/10 mesh. Grout bottom of manhole to 112 SECTION diameter at pipe and slope grout 2" toward invert. MY OF TYPICAL 4' DIAMETER OMMSEN CATCH BASIN MANHOLE REVISED, 2-1D PLATE NO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G. ENG SPECS 3102 NOTES: 1. orates to be made In (2) pieces 2, All metal shall be hot- dipped - galvanized r See Detail A -A / 57 "0 D.D. F 1/4•x1" Flat Steel. Hole Structure Requires (2) - Piece Grate Per Drawing P /pie >ar _. NWL. L.I. po or 0 4" a.c Vain Me T4 tea 0 -13 urvc iee Head sWith N steel Bons w'Im rvuts and washer: 1 /a" Steel Plate 9"fo12" HWL DETAIL A -A Inlet Pipe NOTES L Standard pipe bedding required on bath inlet & outlet pipes 2. He last three joints. Use two tie bolt fasteners per joint. pC°°°OF POND OUTLET C9ANgA33EN CONTROL STRUCTURE RE/ISED:1 -10 PLATE No: ENGINEERING DEPARTMENT 3109 FILE NAME: G: \ENG \SPECS \31 OR X I(• III Neenah 83067 -V casting and `C9 Y IF Hnreocovsre mows grate or equal. iLPO 227.02' O N P a 0� N HIGH /LOW PT. 60' R DIUS b 60.25 FOR DRAINAGE O APUE Joint CURB AND GUTTER 7 285'5250" PRC Expansion soon Joint 3p. 6" �90 PC MAX DRIVEWAY WIDTH INSIDE PROPERTY 60.25' CIRCUM 45.5' RADIUS-285.88'/360' g0' Varies >. BY O a INSTALLED. A MIN. OF 3' hw STANDARD CUL -DE -SAC X Y. COY. /IND. 60: 48'. BAD, URBAN 60' BAD. 45.5' BAD. RURAL 60' BAD. 40'. BAD.- -NOTE: 0 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) c A rWaterflow ° TYPICAL pC�f�ffp�O�Fp CNLLIW�IOGII 'S 209 CUL -DE -SAC REVISED: 1 -10 ENGINEERING DEPARTMENT F7 77-5205 5205 FILE NAME: c: \ENC \SPECS \5205 Approved, so De NEENAH R -4342 GRATE OR APPROVED EQUAL CATCHBASIN (27" DIA.)_ DESIGN SPECIAL 2 C 0 PC ADJUSTING RINGS (2") /MIN. 2 MA %_ 4 MIN. 1/4° MORTAR BETWEEN CASTING, RINGS & STRUCTURE. MORTAR SHALL MEET MnDOT SPEC 2506.23. -NOTE REINFORCING To CONSIST OF $4 BARS AT 0" 0.0. BOTH WAYS WALLS To BE PRECAST SECTION OR CONC. SEWER BLOCK -PRE -CAST OPENING AS REQUIRED CONC. BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB �pC�1pyOF�AT CATCH BASIN CHAN�SSEN 27" DIAMETER REVISED 1-10 PLATE NO.: ENGINEERING DEPARTMENT 3103 FILE NAME G: \ENG\SPECS\31a3 PL CL PL 30' 30' Was Course to be 112" Above Edge of Gu tier SA °Qa Goes 209 51 GJ SAoP e 'J'x M,0 *' 1.5 1 1' D mile 4" Topsoil, Seed 1 1 /2 " -MNDOT 2350 LVWE35030B & Mulch or Sod. 0raintile Tack Caat - 2357 Surmountable 2 " -MNDOT 2350 LVNW35030B Concrete Curb 12' -Class 5 Aggregate Base, 1009 Crushed 24" BRACT 3149.26 Select Granular Borrow (`See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.09_ 3. Minimum street grade 0.759. 4, 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city Inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of raatlway. See plate 5232 for details. 0 CFITOF TYPICAL CgANH�SSE N STREET SECTION REVISED :1 -10 ENGINEERING DEPARTMENT PLATE No. \ENG \SPECS \5200 . 5200 FILE NAME G: 24 "x36" slab opening for Neenah 3067 -V or equal DTE 1- V Grate shown 2- VB Grates shall be used at all low points. I(• III Neenah 83067 -V casting and `C9 - sD' MAX oarvewar wlow INSIDE PROPERTY IF Hnreocovsre mows grate or equal. o PLAN A MIN. BE 3 RADIUS IS REQUIRED I3 Minimum of 2 maximum of 5 3" Radius Ex. EASEMENT O APUE Joint Remove Crown (2s' WARP) beds of mortar. Expansion soon Joint Precast concrete or HOPE adjusting ringg s. 6" ° PC MAX DRIVEWAY WIDTH INSIDE PROPERTY DO k 6" precast reinforced concrete slab. Varies IF A RADIUS Is INSTALLED. A MIN. OF 3' hw T Top of barrel section below top slab . ..... A. pout Gutter -� .. . IF THE cuss NEEDS To BE REPLACED THEN THE ABOVE DETAIL FOR smEP REPLACEMENT of Ramnek or equal. E2 beads .. -. All joints in manhole to have "0" 0 4' -0" TYP ring rubber gaskets I c A rWaterflow ° 5 36" 'S 209 FILE NAME . \ENG \SPECS \5209 G' 3/4" Slope per foot 3" up Approved, from bottom .� ° 8" 6" Class 5 base incidental to apron #4 Rebar ® 6" O.C. SECTION A -A No block structures are allowed. 0 No Scale Minimum slab thickness, 6" for 14' NOTES: depth. Increase thickness 1" for 1. 1/2" Preformed joint filler material - AASHTO M213. each 4' of depth greater than 14', 2. Contraction Joints 8' O, C. in Crass Gutter. and reinforce with 6 "x6" 10/10 mesh. CPPfOF STREET INTERSECTION CBANBSSSEN CONCRETE VALLEY GUTTER REVISED: 2 -10 ENGINEERING DEPARTMENT FILE NAME: G. \ENG \SPECS \5206 PLATE NO 5206 24 "x36" slab opening for Neenah 3067 -V or equal DTE 1- V Grate shown 2- VB Grates shall be used at all low points. EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) TA MORAL 2350 TYPE LV4 WEAR (B) TACK COAT 21/2" MNDOT 2350 TYPE LV3 NON -WEAR (B) 12" MIN. CLASS 5, 1009 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. BRACT 2350-ORDINARY COMPACTION METHOD REQUIRED. affOF TYPICAL STREET CO� PATCHING BITUMINOUS REVISED: 2 -1D ENGINEERING DEPARTMENT PLATE Na.: FILE NAME:c:\ENC\SPECS \s202A 5202A 1O' OVER FROM P/L NO CURB & GUTTER I(• III Neenah 83067 -V casting and `C9 - sD' MAX oarvewar wlow INSIDE PROPERTY IF Hnreocovsre mows grate or equal. R.a.w_ "- __________ __Row. PLAN A MIN. BE 3 RADIUS IS REQUIRED �3 3� Minimum of 2 maximum of 5 3" Radius Ex. EASEMENT concrete adjustment rings with full 6" Conc. her _� beds of mortar. SECTION IHICKNE55. -DRIVEWAY THICKNESS TO THE RIGHT OF WAY SHALL BE A MINIMUM OF 2 -2' Precast concrete or HOPE adjusting ringg s. 6" ° PC MAX DRIVEWAY WIDTH INSIDE PROPERTY a IF HARDCOVER ALLOWS k 6" precast reinforced concrete slab. Varies IF A RADIUS Is INSTALLED. A MIN. OF 3' 12 " -16° T Top of barrel section below top slab E ° to have flat top edge sealed with BITUMIN0115 WITH 6" OF CLASS 5 FOR BASE IF THE cuss NEEDS To BE REPLACED THEN THE ABOVE DETAIL FOR smEP REPLACEMENT of Ramnek or equal. E2 beads Varies All joints in manhole to have "0" 0 4' -0" TYP ring rubber gaskets I c Precast concrete section ° 5 Manhole steps, Neenah R1981J or 'S 209 FILE NAME . \ENG \SPECS \5209 G' equal, 16" a c Aluminum steps Approved, Doghouses shall be grouted on both the outside and inside. NOTE: 4 ° 0 No block structures are allowed. 0 o Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for PC 6" each 4' of depth greater than 14', and reinforce with 6 "x6" 10/10 mesh. ° No drain holes IrShpECTION CATCH BASIN MANHOLE �C�f�fpY �OpFe JGl1 Cll9lIW47JG11 WITH SUMP REVISED: 1 -10 PLATE No.: ENGINEERING DEPARTMENT 3104 FILE NAME: G. ENG SPECS 3104 EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) TA MORAL 2350 TYPE LV4 WEAR (B) TACK COAT 21/2" MNDOT 2350 TYPE LV3 NON -WEAR (B) 12" MIN. CLASS 5, 1009 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. BRACT 2350-ORDINARY COMPACTION METHOD REQUIRED. affOF TYPICAL STREET CO� PATCHING BITUMINOUS REVISED: 2 -1D ENGINEERING DEPARTMENT PLATE Na.: FILE NAME:c:\ENC\SPECS \s202A 5202A 1O' OVER FROM P/L NO CURB & GUTTER - sD' MAX oarvewar wlow INSIDE PROPERTY IF Hnreocovsre mows zs MAX WIDTH AT R 0 Vo e R.a.w_ "- __________ __Row. A RA. IS INSTALLED, A MIN. BE 3 RADIUS IS REQUIRED �3 3� 3' s EDGE OF Ex. EASEMENT 1 1e" t sAwcuT urvc ENO of DrervEwnv ALL STREET TACK BEFORE anHNG. NOTE. ®DN BITUMINOUS STREETS CONTRACTOR MUST ENT TO AND REPLACE MIX STREET STRIP OF HICKNE BECTON INTH WEAR EASEMENT TO MATCH E %ISPNC STREET SECTION IHICKNE55. -DRIVEWAY THICKNESS TO THE RIGHT OF WAY SHALL BE A MINIMUM OF 2 -2' LIPS OF BITUMINOUS RUTH fi OF CLASS 5 FOR BASE CURB & GUTTER 1 D' ROVER FROM E/L PC MAX DRIVEWAY WIDTH INSIDE PROPERTY a IF HARDCOVER ALLOWS k y 24' MAx vnoTH IN R. D.w. Raw. - -- - - R.o.w IF A RADIUS Is INSTALLED. A MIN. OF 3' RADIUS IS REQUIRED 3 S BALI OF CURB T NOTE: O DRIVEWAY THICKNESS IN RO.w SHALL BE A MINIMUM OF 2 -2' LIFTS OF BITUMIN0115 WITH 6" OF CLASS 5 FOR BASE IF THE cuss NEEDS To BE REPLACED THEN THE ABOVE DETAIL FOR smEP REPLACEMENT SHALL BE USED AND TIE CURB REMDVEO TO THE NEAREST JOINT OR sA NUEL IF 5' of CURB WILL REMAIN TO THE NEXT JOINT AND CUTTER LINE MAINTAINS PROPER ORAINALE. C""°OF RESIDENTIAL BITUMINOUS 0 DRIVEWAY ENTRANCES 1 CHANBOF WITH AND WITHOUT CURBS REVISE D: 2 -10 PLATE Na.: ENGINEERING DEPARTMENT 'S 209 FILE NAME . \ENG \SPECS \5209 G' SHEET 12 HOTELS 2) 110211 -PH2- DTLS.DWG JUL Pe Pe H VARIABLE w AN no CL HYDRANT VALVE BOX 1,H 6" ' ) T. WAY 2' 3' 2. Min, CONCRETE SEE NOTES 1 & 3 NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK_ 2. USE BY THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CFFYOF CONCRETE CHANHASSEN SIDEWALK REVISED: 1 -10 PLACE ND.: TI E ENGINEERING DEPARTMENT 5214 CURB DETAIL SACKFUL AREA WITH ROCK -___ -- = a e DO NOT CONNECT - - - - - - - - - - - -111- TO EXISTING DRAIN - 11 -111= _ _ _ 111 111 TILE PIPE _ - - - II -II -I II EXISTING DRAIN TILE, No. 1 MIN. TRENCH AND PIPE TRENCH DETAIL v APPROX. TRENCH DETAIL ROCK TO BE WRAPED 4 "x4" x 8' -D" N GEOTEXTILE FABRIC NOTE 2" TO 4" TOPSOIL COVER alternate silver -white and red striping, using a reflective sheeting 0 Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot spec 3513, followed by a second coat of white point conforming to - - - - -I I I- - - - - - 0 AD III-11 E 1-11 E - Y WASHED to be centered on the roadway, to be facing trafic flow. ROCK _ Uniform Trafic Control Devices. CFFFOF REVISED: 1-ta 2" MINIMUM II01 14" 4" MIN. BARRICADE REVISED: 1 -10 ENGINEERING DEPARTMENT A. PIPE FILE NAME'. G: \ENG\SPECS \5244 _ Anchor Plate A' =1il = iii- -_ O 2 PLASTIC PIPE STREET C111OF Expansion sign Joioint Material rnrppOF 6111 TYPICAL SUMP PUMP CHANHASSEN DRAIN CONNECTION REVISED 2-10 ENGINEERING DEPARTMENT PLATE No.: 5235 FILE NAME: G: \ENG \SPECS \5235 2. For Material Specifications See Section 4.11 of Standard Street Specs. CNANNASSEN 8' -0' 2 -0 1 4 -0 1 2' -0" 1/2 °x6° Galvanized Bolts with Out Washers (Carriage, Hex. or Sq.) 7_1/2^ �1 1' 3 1 /4" E -3 1 /4" 0 Nominal 1 "x8 °XS ' -0" 2'-2 No. 1 MIN. Grade Lumber E Ex. Ground v APPROX. 8" N Treated Wood PO Sts 4 "x4" x 8' -D" NA 2 Grade Lumber ar better NOTE The barricade board face surfaces shall be fully reflecterized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MODEL Spec. 3352.2A2o, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot spec 3513, followed by a second coat of white point conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting The barricade boards shall be completely painted and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10' -D" from end of bituminous road, barricades to be centered on the roadway, to be facing trafic flow. Barricades to be installed In accordance with the Minnesota Manual on Uniform Trafic Control Devices. CFFFOF REVISED: 1-ta 2" MINIMUM TYPICAL CNANNASSEN BARRICADE REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.: 5244 FILE NAME'. G: \ENG\SPECS \5244 _ Anchor Plate PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering FLARE TO MATCH 5' MIN. 50% -60% OF WIDTH OF WALK A� BASE DIAMETER 1/5. BACK OF CURB I_7 /0' 1 7/15 ° DOME SECTION OoO o 4 O o 0 0 0 oa 1 s /a" -z ]/a" FRN FACE L 6. (�1} OF OCT USE �I` Try ,� 1 s /e " -z d /9' 0 0 0 o a o �o 000000 A, __J 10 0 PLAN VIEW OF DIAGONAL RAMP 15/16 (TYP.) 5/8 MIN. s /e'Mw. DOME SPACING CURB & GUTTER 5._4.. 4. D.. _ I 3 o.OB FT /FL OR FLATTER O - - 1 SECTION A -A I UP 3 D, 0.06 FT /FT.SLOPE OF FLARED SIDE, (IF ° EXISTING CONDITIONS OR Nor PERMIT MAY s' a' USE GAS FT. /FT- 0.08 FT /FTSLDPE ) 6' 5 J fi 6' 3" a' 0" MIN. 6' 3" B' ]' ELEVATION OF RAMP s B 10' 9' 10 112 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 210. 20 WHEN A MEDIAN IS EST WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. © 5, TO Oils THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ® ADA REQUIreED TRUNCATED DOME AREA SHALL BE z' a" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH 0' C TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK Is A WHITE" OR LIGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. TRUNCATED DOME AREA SHALL BE NEENAH DETECTABLE WARNING PLATE R4984 THAT MEETS THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. C1110F PEDESTRIAN 0 1 CNANNASSEN CURB RAMP REVISED: 1 -10 PLATE No: ENGINEERING DEPARTMENT 5215 TILE NAME: c: \ENC \SPECS \SZ1s 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required E O SFa) SEE BELOW e e STREET APPROVED EOUAL nSNRE REQUIREMENTS ARE ID RIGID ARM MOUNT Std. at P.L. from Downstream Manhole- - - +- - - HIGH UNDERDOG ND TYPE IFly HORIiONTAL DISTRIBUTION O SUMP DISCHARGE Distance Sewer Main to Riser - _ - +_ - - Riser Height - - - _ EXISTING Downstream Manhole No.- - - - SQUARE TAPERED STEEL DRAIN TILE SUMP PUMP DRAINTILE S) REMOVABLE WEATHERPR�F TOP F Denotes Sewer Service End ®-Denotes Water Service End POPE FOUNDATION WALL la Past Bolts a Tamperproof MINIMUM 1.0'� A) PROVIDE INTERNAL GROUND CUR NOTE. Ass a with Washers POSITIVE SLOPE . BODE LESS GONNECTORS SHALL BE USED. FUSES SHALL BE EQUAL TO SUSSMAN CENASSEN ON PIPE REVISED: 1-ta 2" MINIMUM ENGINEERING DEPARTMENT 1;i" PCV Curb SPACING ALL ENDING POINTS. ... =8i= 11-111-ilify _ Anchor Plate 4" FLEXIBLE =1il = iii- 90' BEND Sign Installation Sign Installation PLASTIC PIPE Bolt Post With Sign �to Post In Concrete Past Expansion sign Joioint Material rnrppOF 6111 w/5 PT PAULOCKABLE ss W/9BASS Pw AND HOUSE SUMP In Concrete Median Anchor Plate Detail NOTES 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen PUMP CONNECTION 2. For Material Specifications See Section 4.11 of Standard Street Specs. CNANNASSEN Must be Mounted with Two Separate Posts. T For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CFPfOF STREET AND DETAIL REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE ND.: 523 6 FILE NAME G:\ENG\SPECS\5236 PLATE NO.: 5217 TILE NAME. c: \ENC \SPECS \szn 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions O SFa) - - - - -_ 2, 5LB, 7' Upper SEWER'. APPROVED EOUAL nSNRE REQUIREMENTS ARE ID RIGID ARM MOUNT Std. at P.L. from Downstream Manhole- - - +- - - HIGH _ Golvanlzed Steel TYPE IFly HORIiONTAL DISTRIBUTION O NO Distance Sewer Main to Riser - _ - +_ - - Riser Height - - - _ Sign Past Downstream Manhole No.- - - - SQUARE TAPERED STEEL Length, Size and Type of Service Pipe- - - - - - - - - - - - - - - 2 318" O.D. (2) 5/16" x 1" S) REMOVABLE WEATHERPR�F TOP F Denotes Sewer Service End ®-Denotes Water Service End OW O LAC LPING STANDARD BASE SHAH H CASE STEEL Galvanized Steel Pipe 12 Goose la Past Bolts a Tamperproof Had by Date A) PROVIDE INTERNAL GROUND CUR NOTE. Ass a with Washers OF HE STANDARD THROUGH SEPARATE 5 AMPERE IN-THE-LINE RUSES SUITABLE . BODE LESS GONNECTORS SHALL BE USED. FUSES SHALL BE EQUAL TO SUSSMAN CENASSEN D, 2' Min. REVISED: 1-ta PLATE No ENGINEERING DEPARTMENT 5221 Curb ALL ENDING POINTS. ... =8i= 11-111-ilify _ Anchor Plate l X11= PILE, 7' Anchor Past- Pneumaticall y Driven =1il = iii- Typical Street Typical Traffic Sign Installation Sign Installation 6' Bolt Post With Sign �to Post In Concrete Past Expansion sign Joioint Material - - 4 Sides Full Depth -� w/5 PT PAULOCKABLE ss W/9BASS Pw AND Typical Sign Installation In Concrete Median Anchor Plate Detail NOTES 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952 -227- 1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. T For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CFPfOF STREET AND CNANNSSSEN TRAFFIC SIGN 4° 1 INSTALLATION REVISED: 1 -10 77 ENGINEERING DEPARTMENT PLATE NO.: 5217 TILE NAME. c: \ENC \SPECS \szn BESIDES 3 -09 GENERAL NOTES: UGHPNC ASSEMBLY SHALL CONTAIN ALL MODIICAPONS NECESSARY TO COMPLY WTH NSP, CROUP III MAINTENANCE PROGRAM. THE CONTRACTOR $HALL PRBMDE AND TURN OVER TO HE GIUY, (2) SPARE LUMINAIRES AND BALLAST ASSEMBLIES COMPETE WITH ALL COMPONENTS AND MODIFICATIONS AS REQUIRED. THE EXACT LOCATION OF An STREET LIGHT ASSEMBLIES SHALL BE OPENED BY THE ENGINEER. LUMIN RES BEING PROVIDED ON THE PROJECT SHALL BE INSPECTED AND APPROVED FOR An EXPAS D METAL SAMPONENTS SHALL BE FACTORY TO MATCH CONFUSED 4 -YEAR WEATHERING STEEL AS PER "MlLioo: SPEC. A YD ENAMEL COMPLETE ASSEMBLY SHALL BE STRUCTURALLY DESIGNED FOR 10D MPH was LOAD FOR E PUR IMPOSED. AnALL eE WIRES INC UDING RUNS BETWEEN LIGHT POLES AND STREET CROSSINGS) �PLCE BOXES OR HADDHOLED SHALL BE INSTALLED AT ALL STREET CROSSINGS THAT PUMP AN OPPOSITE SIDE LICHT POLE PROE:1 °E BREA.KARNEY OSV- HOLDERS LOCATED AT DOOR OPENING FEVI W1OF I LIGHTING CNMSEN POLE REVISER 2 -08 ENGINEERING DEPARTMENT PLACE Na.: FILE NAME: G: \ENG \SPECS \5240 5240 CITY PROJECT NO. GENERAL NOTES - TYPE R LUMINAIRE: SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) O SFa) - - - - -_ BRcs- A. szs rvBE FRAVEN e MANUFACTURER BY GPAUmwC usnnrvG OR SEWER'. APPROVED EOUAL nSNRE REQUIREMENTS ARE ID RIGID ARM MOUNT Std. at P.L. from Downstream Manhole- - - +- - - HIGH Distance from Sewer Main to Cleanout_ TYPE IFly HORIiONTAL DISTRIBUTION O NO Distance Sewer Main to Riser - _ - +_ - - Riser Height - - - _ O ARM BErvRECTANGULAR EXTRUDED ALUMINUM TUBS (225'z . C± . 1a z LONG). Downstream Manhole No.- - - - SQUARE TAPERED STEEL Length, Size and Type of Service Pipe- - - - - - - - - - - - - - - M rvc ILLESPERND FUTURA SERIES GOTTEN OR APPROVED EQUAL Curb Stop Carver Co. Coordinates, X_ - - - - Y_ - - - - Z_ - - _ - S) REMOVABLE WEATHERPR�F TOP F Denotes Sewer Service End ®-Denotes Water Service End OW O LAC LPING STANDARD BASE SHAH H CASE STEEL GROUT © Ac RSHABNEAT WEATHERPROOF T 1/4 x C Tmx . Had by Date A) PROVIDE INTERNAL GROUND CUR NOTE. Ass valve boxes, manholes, catch basins, hydrants etc. Ties to trees power poles structures such as building corners, , OF HE STANDARD THROUGH SEPARATE 5 AMPERE IN-THE-LINE RUSES SUITABLE CfFYOF BODE LESS GONNECTORS SHALL BE USED. FUSES SHALL BE EQUAL TO SUSSMAN CENASSEN IN- E-LINE WATERPROOF FUSEHOLDER THEY HER WTH A BUSSMAN TYPE EM DUAL ELEMENT FUSE GENERAL NOTES: UGHPNC ASSEMBLY SHALL CONTAIN ALL MODIICAPONS NECESSARY TO COMPLY WTH NSP, CROUP III MAINTENANCE PROGRAM. THE CONTRACTOR $HALL PRBMDE AND TURN OVER TO HE GIUY, (2) SPARE LUMINAIRES AND BALLAST ASSEMBLIES COMPETE WITH ALL COMPONENTS AND MODIFICATIONS AS REQUIRED. THE EXACT LOCATION OF An STREET LIGHT ASSEMBLIES SHALL BE OPENED BY THE ENGINEER. LUMIN RES BEING PROVIDED ON THE PROJECT SHALL BE INSPECTED AND APPROVED FOR An EXPAS D METAL SAMPONENTS SHALL BE FACTORY TO MATCH CONFUSED 4 -YEAR WEATHERING STEEL AS PER "MlLioo: SPEC. A YD ENAMEL COMPLETE ASSEMBLY SHALL BE STRUCTURALLY DESIGNED FOR 10D MPH was LOAD FOR E PUR IMPOSED. AnALL eE WIRES INC UDING RUNS BETWEEN LIGHT POLES AND STREET CROSSINGS) �PLCE BOXES OR HADDHOLED SHALL BE INSTALLED AT ALL STREET CROSSINGS THAT PUMP AN OPPOSITE SIDE LICHT POLE PROE:1 °E BREA.KARNEY OSV- HOLDERS LOCATED AT DOOR OPENING FEVI W1OF I LIGHTING CNMSEN POLE REVISER 2 -08 ENGINEERING DEPARTMENT PLACE Na.: FILE NAME: G: \ENG \SPECS \5240 5240 CITY PROJECT NO. CITY OF CHANHASSEN SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) Street Name--------------------- - - - - -_ Let ----- Block - -_ Addition Name- SEWER'. Downstream Manhole No._ Std. at P.L. from Downstream Manhole- - - +- - - Elevation at C of Sewer Main_ Distance from Sewer Main to Cleanout_ % of Grade for Service to be Installed_ Length, Size and Type of Service Pipe- - - - - - - - - - - - - - - Depth at BL_ _ - _ Distance Sewer Main to Riser - _ - +_ - - Riser Height - - - _ WATER: Downstream Manhole No.- - - - Ste. at P.L. from Downstream Manhole_ Length, Size and Type of Service Pipe- - - - - - - - - - - - - - - Depth at P.L - - - - Curb Stop Carver Co. Coordinates, X_ - - - - Y_ - - - - Z_ - - _ - ❑ Check if Sewer Service Riser Installed F Denotes Sewer Service End ®-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) GROUT Contractor Foreman Had by Date Location and Depth of Service CertRied by NOTE. Service Pies shall be swing ties of hat m e then 100' In length bedween Pie solute and shell be tied in permanent valve boxes, manholes, catch basins, hydrants etc. Ties to trees power poles structures such as building corners, , prapeay a e, teeoe araay bxe I h ba ¢a Ir a anent enaemre a not awlae wm CfFYOF STANDARD SERVICE CENASSEN TIE CARD REVISED: 1-ta PLATE No ENGINEERING DEPARTMENT 5221 FILE NAME G'. \ENG \SPECS \$221 C1110F LIGHTING CNANNASSEN ( 25.4 ASSEMBLY interior corrugated 6 is„ (112 -0802 HARDWARE PACKAGE INCLUDES'. REVISED 2 -08 ENGINEERING FILE NAME: G. \ENG \SPECS \5241 DEPARTMENT S (4) 1"x4" GALV CARRIAGE BOLTS FULL THREADS . 0 WASHERS (4) ROUND FLAT WASHERS. HINGED DEADFRONT � m (5) 1" (4) LOCK K WASHERS. & PIPE DETAIL GROUT (4) 3 "x 3 "xt TAPPED RETAINING WASHER. T5.75" AROUND TO 17" DIA. ANGLE IRON BASE FRAME (3/16" X 2" X 2 ") BOLT CIRCLE NOTES: (a) NOTCHES IN SHAFT ALL ENDING POINTS. CONSTRUCTION NOTES. T O ALLOW BOLT HEAD 2. SWING TIES TO BE SHOWN ON AS- BUILTS 1 SERVICE GAUGE z B CLEARANCE Es G 0yR IOEw /MiNC"o2cASCHEEL o002F SECURED w/5 PT PAULOCKABLE ss W/9BASS Pw AND VAULT TURN HANDLE HINGES SHALL BE SECURED TO CAB INEr By NON � TAMPEFPROOF CARRIAGE B0LT5. EXPOSED SURFACES SHALL BE PAINTED A PRIMER SHOP COAT OF RED OXIDE OLD 3507 AND 1, 1. FINISH, HOT DIP GALVANIZE PER ASTM -A155 (LATEST BE FABRICATED OR CORE DRILLED. 2 C ' r keys to be to mieM1etl m cabinet Ro. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL CUT IS NECESSARY. CFFFOF REVISION). iv 4° 1 SUB- SURFACE CNANNSSSEN BASEPLATE LATE Ta BE ENTRICLAR TO SHAFT Axls XI 1" ( ) DRAINTILE BESIDES 3 -09 PLATE NO.. PLATE No ENGINEERING DEPARTMENT 5242 CON AND HOLE CENTERLINE CONCENTRIC ) SHAFT AXIS. A FILE NAME: G: \ENG \SPECS \5232 3. STENCIL MIN 1/2 IN. LETTERS MANUFACTURER'S NUMBER AFTER NIZIry c. GALVANIZING. a. PILOT OT POI SHAFT AXES HE BE coN CEN (Ric + - 9.66" DIA. AND LINE 7), F/11) AND IN LINE UP ce 5. PLANE CUT SLOT PERPENDICULAR TO THE BASEPLATE. 5. RPEN 5. PREHEAT. TUMBLEBLAST, HANOGRIND. AND CLEAN BASEPLATE HELIX AND PILOT POINT ON ALL WELDED AREAS. 7. FLAMEOUT IRREGULARITIES PERMISSIBLE. (1) VALLEYS NOT TO EXCEED 3132 BELOW NOMINAL SURFACE LEVEL. (2) PEAKS OR Pou TIVE IRREGULARITIES NO( TO EXCEED 1/32" 14"DIA, ABOVE NOMINAL SURFACE LEVEL OR INTERSECTIONS OF HELIX NOMINAL SURFACES, 0. ALL MATERIAL IS TO BE NEW UNUSED AND MILL TRACEABLE MEETING THE FOLLOWING SPECIFICATIONS: BASEPLATE ASTM A20- (LATES( REVISION) STRUCTURAL STEEL (CONFORM TO PASHTO TECH. But 127F) SHAFT: ASTM: A252- (LATEST REVISION) GRADE 2. STEEL PIPE PILES. ALIERN ATE MATERIAL ASTM Asa - (LACES( REVISION) TYPE E DR e, creaDE B. ALL RADIAL SECTIONS NORMAL STEEL PIPE OR ASTM AS LATEST REVISION) TO Axls +/- 3' GRADE B STRUCTURAL STEEL TUBING HELIX: ASTM A636- (LATEST REVISION) HOT ROLLED PAR AREA As A575- LATES( REVISION) STEEL 3 ' BAR. PITCH BOLTS: CARR BOLT PER ANSI B10.5.1, 845 JAES crenDE -s. T 1 10. BASEPLATE 15 PERMANENTLY STAMPED WITH ALL RADIAL SECTIONS NORMAL MANUFACTURER'S IDENTIFICATION "ABC" IN 1/2" LETTERS AND TO AXIS +/- 3' DATE CODE IN 1/4" LETTERS. 11. HARDWARE SHOULD BE PACKAGED IN BURLAP BAG AND ATTACHED TO FOUNDATION. HELIX MUST BE FORMED BY MATCHING METAL DIE RECOMENDED TORQUE: NO GREATER THAN 16,000 FT. ITS (SIDE VIEW OF TRUE HELICAL FORM) C1110F LIGHTING CNANNASSEN ( 25.4 ASSEMBLY interior corrugated BASE DETAIL REVISED 2 -08 ENGINEERING FILE NAME: G. \ENG \SPECS \5241 DEPARTMENT PLATE No: 5241 10" AGGREGATE BASE a MNDOT SELECT GRANULAR BORROW m COURSE FILTER AGGREGATE � o MODAL 3149.2H m 12" DEEP ° w an UP r- GRADE TO DRAIN CLAY SUB -GR AO 4" PERFORATED PIPE GEO TEX TILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC, or 14(355.6) Dual Wall smooth ( 25.4 interior corrugated PE pipe. INTERIOR DEVICE MTG. PANEL AND CONTINUOUSLY 5" CONC. HINGED DEADFRONT � m COLLAR PIPE DETAIL GROUT Go AROUND ANGLE IRON BASE FRAME (3/16" X 2" X 2 ") PIPE NOTES: 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. CONSTRUCTION NOTES. 2. SWING TIES TO BE SHOWN ON AS- BUILTS 1 SERVICE GAUGE 1(25.4) DIA_ MTG_ HOLE (4) FOR ALL ENDING POINTS TO ALL DRAINTILES. G 0yR IOEw /MiNC"o2cASCHEEL o002F SECURED w/5 PT PAULOCKABLE ss W/9BASS Pw AND VAULT TURN HANDLE HINGES SHALL BE SECURED TO CAB INEr By NON 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO TAMPEFPROOF CARRIAGE B0LT5. EXPOSED SURFACES SHALL BE PAINTED A PRIMER SHOP COAT OF RED OXIDE OLD 3507 AND BE FABRICATED OR CORE DRILLED. 2 C ' r keys to be to mieM1etl m cabinet Ro. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL CUT IS NECESSARY. CFFFOF �SUB CFITOF 0 4° 1 SUB- SURFACE CNANNSSSEN SERVICE CABINET DRAINTILE BESIDES 3 -09 PLATE NO.. PLATE No ENGINEERING DEPARTMENT 5242 5232 FILE NAME: G: \ENG \SPECS \5232 26(660.4) 14(355.6) CAPPED ROOF W/O RIP SHIELD (4- SIDES) PHOroELECrRIC coNTROL DEVICE AREA LIGHTING RESEARCH $SST -IES a TWISTLOCK RECEPTACLE, 3- TERMINAL O 1000W. (MAX) PHOTOCELL ELL TER TERMINAL BLOCK ® CONTROL POWER TEST SWITCH, 2- POSITION 'AUTO' - 'TEST, ALLEN - BRADLEY TYPE 'BOOT' OILTIGHT #BOOT -H2A. METER SOCKET, 200AMP DOUBLE PADLOCK PROVISION GET CIRCUIT BREAKER, 20A /iP a ® SURGE SUPPRESSOR, SQUARE -D #SDSA11] CONTROL POWER TEST BREAKER 15AMP /1P o SEIMENS TYPE 'BQ' FULL DEAD FRONT MAIN CIRCUIT BREAKER 100AMP /2P SPIDERS TYPE ED4 #ED42B100 CIRCUIT BREAKERS 2- 60A /2P SIEMENS TYPE 'BO', OR EQUIL. CONTACTOR 2- 60AMP 42P W /120VAC COIL. 000 0 ALLEN-BRADLEY GT RECEPTACLE, 200R EQUAL DUPLEX a °1111 0 0 ANGLE IRON BASE FRAME WITH OPEN BOTTOM FRONT ELE VATIDN olrur cmr o rvnTlnM HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES VIA METAL DETECTOR. FINISHED GRADE ONE PIECE PVC SD R-35----iii (SIZE AS RISER n_1 (SIZE AS PER PLAN) I I I I I Tt L -I I I I I 1 1 1 1 1 I 10 RIDGID SDR -35 II III III III IIIIIIIII III�II NOTE 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON- GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) CIT�OF SUB- SURFACE MIME Pvc DRAINTILE CLEANOUT REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No 5234 FILE NAME G:\ENG\SPECS \5234 Sidewalk or Concrete area a Foundation in Sidewalk or Concrete areas Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation �APprax. 1/4° Steel Wire Mesh Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation 2 Ground Line ae � •� - MIL 36' Min - • - - - 18" Min. Steel Wire Mesh Longer if Directed by the Engineer in the Field Foundation In Shoulder or Boulevard areas NorES: 1. Foundation shall be 6" Ion er and wider than cabinet base to be installed or as specified in Plans or Special Provisions. 2. Anchor rods, nuts, and washers as approved by cabinet manufacturer. (Number, size and length of anchor rods shall be as required by the cabinet manufacturer. 3. Upper port of foundation shall be beveled or chamfered In a neat manner as E directed by the Engineer in the field. 4. Conduit (number and Sze) halo foundation shall required in Pions or special Provision. capped Top of conduit shall be threaded and cappepe d after a installation on (until signal Cables are installed) Conduit shall directed 2"-3" y t above concrete and project shall be located Inside the cabinet base where directed b the Engineer, but shall not interfere with any cabinet supporting members. 5. A 5/8" Dla. x 15" ground rod shall be installed In the foundation and project 2' -3' above concrete. 6. A sidewalk or concrete area shall be on the door side of the cabinet In all cases. 7. Concrete mix 3A32 or equal to be used for foundation and concrete walk. 8. Service enclosure shall be orientated away from adjacent street /parking lot lighting. C�F���OpF�p SERVICE CABINET �ptLLIllIL1 6➢SEN FOUNDATION REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME. \ENG\SPECS\5X43IIIIIIII� 5243 SHEET 13 RDTLS 3) 110211- PH2- DTLS.DWG 14(355.6) 1(25.4) ( 25.4 INTERIOR DEVICE MTG. PANEL AND CONTINUOUSLY HINGED DEADFRONT � m OPEN BOTTOM Go ANGLE IRON BASE FRAME (3/16" X 2" X 2 ") CONSTRUCTION NOTES. 1 SERVICE GAUGE 1(25.4) DIA_ MTG_ HOLE (4) ALL FIERPEROBOFN SER G 0yR IOEw /MiNC"o2cASCHEEL o002F SECURED w/5 PT PAULOCKABLE ss W/9BASS Pw AND VAULT TURN HANDLE HINGES SHALL BE SECURED TO CAB INEr By NON BASE LAYOUT TAMPEFPROOF CARRIAGE B0LT5. EXPOSED SURFACES SHALL BE PAINTED A PRIMER SHOP COAT OF RED OXIDE OLD 3507 AND AN OVER BAKED DARK GREEN ENAMEL, Mm 3552 2 C ' r keys to be to mieM1etl m cabinet Ro. 2. SERVICE CABINETS SHALL BE LISTED AND LABELED "SUITABLE FOR USE As SERVICE ENTRANCE EQUIPMENT '. CFFFOF STREET LIGHT CNN11➢N1SEN SERVICE CABINET REVISED: 1 -10 PLATE NO.. ENGINEERING DEPARTMENT 5242 FILE NAME: G:\ENG\SPECS\5242 HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES VIA METAL DETECTOR. FINISHED GRADE ONE PIECE PVC SD R-35----iii (SIZE AS RISER n_1 (SIZE AS PER PLAN) I I I I I Tt L -I I I I I 1 1 1 1 1 I 10 RIDGID SDR -35 II III III III IIIIIIIII III�II NOTE 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON- GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) CIT�OF SUB- SURFACE MIME Pvc DRAINTILE CLEANOUT REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No 5234 FILE NAME G:\ENG\SPECS \5234 Sidewalk or Concrete area a Foundation in Sidewalk or Concrete areas Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation �APprax. 1/4° Steel Wire Mesh Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation 2 Ground Line ae � •� - MIL 36' Min - • - - - 18" Min. Steel Wire Mesh Longer if Directed by the Engineer in the Field Foundation In Shoulder or Boulevard areas NorES: 1. Foundation shall be 6" Ion er and wider than cabinet base to be installed or as specified in Plans or Special Provisions. 2. Anchor rods, nuts, and washers as approved by cabinet manufacturer. (Number, size and length of anchor rods shall be as required by the cabinet manufacturer. 3. Upper port of foundation shall be beveled or chamfered In a neat manner as E directed by the Engineer in the field. 4. Conduit (number and Sze) halo foundation shall required in Pions or special Provision. capped Top of conduit shall be threaded and cappepe d after a installation on (until signal Cables are installed) Conduit shall directed 2"-3" y t above concrete and project shall be located Inside the cabinet base where directed b the Engineer, but shall not interfere with any cabinet supporting members. 5. A 5/8" Dla. x 15" ground rod shall be installed In the foundation and project 2' -3' above concrete. 6. A sidewalk or concrete area shall be on the door side of the cabinet In all cases. 7. Concrete mix 3A32 or equal to be used for foundation and concrete walk. 8. Service enclosure shall be orientated away from adjacent street /parking lot lighting. C�F���OpF�p SERVICE CABINET �ptLLIllIL1 6➢SEN FOUNDATION REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME. \ENG\SPECS\5X43IIIIIIII� 5243 SHEET 13 RDTLS 3) 110211- PH2- DTLS.DWG i NORTH BAY y , 37 A: 11917 SF B: 4171 SF A: 12679 SF • 36 B. 4438 SF r' • SHORELAND ZONING Front: Garage foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Rear =25' Min Area: Lot Area = 15,000 SF Lot Width: Lot Width =90' @ Front Setback Max Impervious Coverage =25% 12 A: 14934 SF B: 3734 SF A: 16804 SF , / 10 B: 4201 SF A: 15546 SF B: 5441 SF 35 / A: 17105 SF B: 5987 5F A: 10660 SF 34 B: 3731 SF A: 9044 SF B: 3165 SF 33 32 24 25 A: 15859 SF B: 3965 SF / 9 �.'.'. CONSE _._...._ RVATION SIGN A: 15090 SF 8 B: 3773 SF A: 159009 SF �♦��'. lC�_ B: 3752 SF 7 ' '.'� \' A: 16333 SF �,'.'- B. 4083 SF i♦ 7n _5' SIDEWALK OUTLOT D " Is 26 A: 11498 SF 27 Ae. 168612 5 F B: 4024 SF 28 FA-9526 30 31 A: 9572 SF B, 3350 SF A: 9691 S/A: B. 3392 5 472 SF A: 9127 SF A: 15015 315 SF SF B: 3194 SF B: 3754 S A: 10551 SF A: 9999 SF A. 15039 SF B: 130659531 B: 35090 5F A: 9851 SF B 10005 SF A: 15089 S A: 9884 SF A: 11414 SF B: 3451 SF B: 3502 SF B: 5264 SF B, 5281 SF B: 3459 SF B: 3995 SF 23 22 21 200 19 16 17 16 RLM ZONING Front: Garage foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Rear--25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =65'q Front Setback Max Impervious Coverage =35% PI8NEERengineering CIVILENGINEERS LANDPLANNERS LAND SURVEYORS LANDSCAPE ARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering A: 18461 SF B: 4615 SF 8 9 10 11 12 13 14 15 A: 9806 SF A: 19317 SF B: 3432 5F B: 6761 SF A: 9936 SF A: 9225 SF B 3478 SF A: 9476 SF B: 3229 SF g: 3317 SF A: 9727 SF A: 9978 SF A: 13861 SF — B: 3404 SF B: 3492 SF B: =85 =5= � A: 11241 SF A: 10511 3679 SF B 3675 SF A: 10500 SF A: 10500 SF A: 10500E SF A: 10722 B. 3679 SF B: 3675 SF B: 3675 5F B: 3753 '. : B: 3934 SF A: 16724 SF B: 5853 SF 6 5 4 3 2 1 7 OUTLOT C 0 LAKE RILEY DNR 10 -2P OHW 865.3 WETLAND MANAGEMENT AKe R CLASS "IMPROVE" e OH W =865.3 - - - - -� Waft _ \ WETLAND DNR 10 -213W MANAGE "2" 20' BUFFER �� 30' '' S.B. TO BUFFER 2 ( O « «" « A: 18453 SF ++++++++++ • • :.� ` «.« %J� B: 4613 SF \ . . ✓ 4 !' OUTLOT A �✓ A: 16313 SF �'.'. B: 4078 SF ' «P 'A A: 15310 SF 3 \... `B « «� : 3828 SF l` \' \. `'. .' /\ A: 15507 SF 2 \ ♦ « :; ' i B, 3877 5F . .� OUTLOT B A: 16122 SF \.':'.'.'''''''.'. % % \ B: 4031 SF 0 A: 15067 SF = a B: 5273 SF 0 LAKE RILEY DNR 10 -2P OHW 865.3 WETLAND MANAGEMENT AKe R CLASS "IMPROVE" e OH W =865.3 - - - - -� Waft _ \ WETLAND DNR 10 -213W MANAGE "2" 20' BUFFER �� 30' '' S.B. TO BUFFER 2 ( O « «" « A: 18453 SF ++++++++++ • • :.� ` «.« %J� B: 4613 SF \ . . ✓ 4 !' OUTLOT A �✓ A: 16313 SF �'.'. B: 4078 SF ' «P 'A A: 15310 SF 3 \... `B « «� : 3828 SF l` \' \. `'. .' /\ A: 15507 SF 2 \ ♦ « :; ' i B, 3877 5F . .� OUTLOT B A: 16122 SF \.':'.'.'''''''.'. % % \ B: 4031 SF - WETLAND BUFFER - WETLAND BUFFER SETBACK - WETLAND CONSERVATION SIGN SUBDIVISION DATA SUMMARY TOTAL GROSS AREA: 50.48 ACRES TOTAL NUMBER OF LOTS: 66 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) NET DENSITY: 2.32 UNITS /ACRE s SPRINGFIELD C DRIVE SLOT j 3O -R= A: 10500 SF +-TOTAL LOT AREA B: 3675 SF ALLOWABLE IMPERMOUS AREA 0 50 100 zoo GRAPHIC SCALE IN FEET 110211- PH2- SrrE.DWG A: 15067 SF = B: 5273 SF 1000' A: 15257 SF 5 � SHORELAND B. 5340 SF 1 �0 OVERLAY N A: 12627 SF A: 15900 SF 4A: B: 4419 SF B: 5565 SF _ 12456 SF . D B: 4360 SF 2 2 O v 3 03 4 5' SIDEWALK 4 A: 10352 SF Q B: 3623 SF Z k W 3 ¢ m m REFLECTIONS ROAD 3 I B: B 9150 SF 3203 SF a ? A: 11713 B. 41900 SF SF 3 3 I 2A: A: 12659 SF 9743 B 3410 : SF SF (� A: 9440 SF B: 4434 SF A: 13512 SF A: 11654 SF A: 11047 SF � B: 3304 SF 2 B: 4729 SF B: 4079 SF B. 3866 SF q: 15995 SF I B: 5598 SF GJ O \ �1 A: 14645 SF / A: 13905 SF \ B'. 5126 SF B: 4867 SF 1 4 5 6 7 8 - WETLAND BUFFER - WETLAND BUFFER SETBACK - WETLAND CONSERVATION SIGN SUBDIVISION DATA SUMMARY TOTAL GROSS AREA: 50.48 ACRES TOTAL NUMBER OF LOTS: 66 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) NET DENSITY: 2.32 UNITS /ACRE s SPRINGFIELD C DRIVE SLOT j 3O -R= A: 10500 SF +-TOTAL LOT AREA B: 3675 SF ALLOWABLE IMPERMOUS AREA 0 50 100 zoo GRAPHIC SCALE IN FEET 110211- PH2- SrrE.DWG SPRINGDALE D - CAPE COD LINDBERGH D - PRAIRIE PILLSBURY D - COLONIAL RAMSEY F - FARMHOUSE SINCLAIR D - COTTAGE SINCLAIR II D - CRAFTSMAN ST CROIX 0 - COLONIAL ST CROIX II D - COTTAGE TAYLOR D - PRAIRIE ADDISON D - PRAIRIE AUBURN D - COTTAGE LANSING C - CAPE COD MONTICELLO D - COTTAGE SPRINGDALE D - CAPE COD EXPANDED KITCHEN/NOOK STERLING D - CRAFTSMAN WESTON D - TRADITIONAL TOTAL IMPERVIOUS AREA = 3806 SF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3152 SF TOTAL IMPERVIOUS AREA 2680 OF TOTAL IMPERVIOUS AREA = 3097 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3257 SF TOTAL IMPERVIOUS AREA 3217 OF TOTAL IMPERVIOUS AREA 3140.03 OF TOTAL IMPERVIOUS AREA 3177 OF TOTAL IMPERVIOUS AREA 3435 OF TOTAL IMPERVIOUS AREA 3192 OF TOTAL IMPERVIOUS AREA 3502 OF TOTAL IMPERVIOUS AREA 3542 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4174 OF EGRESS AREA = 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 16.00 4000 SERIES SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SPRINGDALE E - PRAIRIE SPRINGDALE B - COTTAGE 6000 SERIES LINDBERGH B - CAPE COD PILLSBURY B - FOLK RAMSEY "PRAIRIE" - D3 SINCLAIR B - FOLK SINCLAIR II B - FOLK ST CROIX B - FOLK ST CROIX II B - CRAFTSMAN TAYLOR B - FOLK ADDISON B - FOLK AUBURN B - FOLK LANSING B - FARMHOUSE MONTICELLO B - FOLK 9 EXPANDED KITCHEN/NOOK STERLING B - FOLK I °15.00 TOTAL IMPERVIOUS AREA = 3889 OF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3344 SF TOTAL IMPERVIOUS AREA 2787 OF TOTAL IMPERVIOUS AREA = 3082 SF SPRINGDALE A - FOLK TOTAL IMPERVIOUS AREA = 3335 SF TOTAL IMPERVIOUS AREA 3174 5F LINDBERGH A - FOLK PILLSBURY A - CRAFTSMAN RAMSEY "CRAFTSMAN" - C3 SINCLAIR A - CAPE COD SINCLAIR II A - CAPE COD ST CROIX A - CRAFTSMAN ST CROIX II A - CAPE COD TAYLOR A - FARMHOUSE ADDISON A - FARMHOUSE AUBURN A - CRAFTSMAN LANSING A - FOLK MONTICELLO A - CRAFTSMAN SPRINGDALE A - FOLK EXPANDED KITCHEN/NOOK STERLING A - FARMHOUSE WESTON A - FOLK TOTAL IMPERVIOUS AREA = 3806 OF TOTAL IMPERVIOUS AREA 2653 5F TOTAL IMPERVIOUS AREA 3342 5F TOTAL IMPERVIOUS AREA 2734 5F TOTAL IMPERVIOUS AREA = 3173 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3343 SF TOTAL IMPERVIOUS AREA 2909 SF TOTAL IMPERVIOUS AREA 3140.37 SF TOTAL IMPERVIOUS AREA 318044 SF TOTAL IMPERVIOUS AREA 3507 OF TOTAL IMPERVIOUS AREA 3204 OF TOTAL IMPERVIOUS AREA 3528 OF TOTAL IMPERVIOUS AREA 3668 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4464 OF EGRESS AREA = 76 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA - 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF SPRINGDALE D - CAPE COD LINDBERGH D - PRAIRIE PILLSBURY D - COLONIAL RAMSEY F - FARMHOUSE SINCLAIR D - COTTAGE SINCLAIR II D - CRAFTSMAN ST CROIX 0 - COLONIAL ST CROIX II D - COTTAGE TAYLOR D - PRAIRIE ADDISON D - PRAIRIE AUBURN D - COTTAGE LANSING C - CAPE COD MONTICELLO D - COTTAGE SPRINGDALE D - CAPE COD EXPANDED KITCHEN/NOOK STERLING D - CRAFTSMAN WESTON D - TRADITIONAL TOTAL IMPERVIOUS AREA = 3806 SF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3152 SF TOTAL IMPERVIOUS AREA 2680 OF TOTAL IMPERVIOUS AREA = 3097 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3257 SF TOTAL IMPERVIOUS AREA 3217 OF TOTAL IMPERVIOUS AREA 3140.03 OF TOTAL IMPERVIOUS AREA 3177 OF TOTAL IMPERVIOUS AREA 3435 OF TOTAL IMPERVIOUS AREA 3192 OF TOTAL IMPERVIOUS AREA 3502 OF TOTAL IMPERVIOUS AREA 3542 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4174 OF EGRESS AREA = 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 16.00 SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SPRINGDALE E - PRAIRIE SPRINGDALE B - COTTAGE ST CROIX F - FARMHOUSE LINDBERGH E - COLONIAL LINDBERGH B - CAPE COD PILLSBURY B - FOLK RAMSEY "PRAIRIE" - D3 SINCLAIR B - FOLK SINCLAIR II B - FOLK ST CROIX B - FOLK ST CROIX II B - CRAFTSMAN TAYLOR B - FOLK ADDISON B - FOLK AUBURN B - FOLK LANSING B - FARMHOUSE MONTICELLO B - FOLK 9 EXPANDED KITCHEN/NOOK STERLING B - FOLK I °15.00 TOTAL IMPERVIOUS AREA = 3889 OF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3344 SF TOTAL IMPERVIOUS AREA 2787 OF TOTAL IMPERVIOUS AREA = 3082 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3335 SF TOTAL IMPERVIOUS AREA 3174 5F TOTAL IMPERVIOUS AREA 3140.04 OF TOTAL IMPERVIOUS AREA 3092 OF TOTAL IMPERVIOUS AREA 3403 OF TOTAL IMPERVIOUS AREA 3131 OF TOTAL IMPERVIOUS AREA 3621 OF TOTAL IMPERVIOUS AREA 3651 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4464 OF EGRESS AREA = 76 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF c EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF e REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF e REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF e e10.00 REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF ° c16.00 00 REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 010.00 a 1e.0o (651)681 -1914 lhereb certify that this plan was prepared b Name under my 518.00 w 42.00 Revisions _ No 44.00 e 5 FOOT PRINT ft vi zz02 .q. 11. me or direct supervisio an thatI e 40.00 eo ° SITE PLAlV PLAN - -- e ROJ M E, FO T PRIM AREA d 2fi.00wr 4.00 ° ° Designed NAP 935 EAST WAYZATA BLVD. 0.00 _ __ 56.00 o 50.00 N xr PRINT nt under the laws of the State of Minnesota Reg. No. A 255 32.00 ifi.00 Drawn JLL WAYZATA, MINNESOTA 55391 48.00 CHANHASSEN, MINNESOTA FOOT PRINT AREA FOOT 96 A, AREA zp9e sq. n. 42.00 N 6.0 m 1906 :q. «. __ N r aN 44.00 "°' e16A0 4400 e zzz ^ ^ q m FOOT PRINT AREA vI 2262 aq. ft. - e.00 616.00 e 4V_OD 21088, IF e e 90,p0 FOOT PRINT AREA 4000 222 9 1 40.00 PRINT AREA - - - O1 f ___ e FOOT PRINT AREA N OF m u DD o °' - -- A f 40.00 a - -- S6.W ° ° N m ^ o_ - _- _ - ^ c` 10.0 _� _ m 1991 s ft, - q ^ N m a FPOT PReaT AREA 2261 °q' - - FOOT PRINT AREA ° FOOT PRINT AREA 2796 ev. rt a 1 j. se q m 2601 zq. ^ _____,r 1o.D e Foor PRINT AREA 2284 "q. H. ° fOOr PrewT AreEn m ^, Foor PRINT AREA °o 40,00 FOOT PRINT AREA n zzz3 e. ao.pp 9 F. PRINT AREA " 1200 00 1 rooi Pe AREA z1rz9 ^ `v _- o v PrewT AreEn m - - _- _ - 4 q _ _ aae A 2D.DO u u, o' FOOT PRINT AREA u] 6p.pO zSa sv. < 1` 2sa9 sv. z9z1 rt Ik 3005 sv. n. _ - - - o 2MR AIR 11 m - 40.00 6 ° m FOOT PRINT AREA N 40.00 40.00 ^ 1901 OF k. N 32.00 z.n9 sv. n ry M.O0 ea _ 40.00 1 . 2243 ev. k. 42.00 618.00 RRRINT AREP - 1 1i ^ m 2°.00 4aa0 2] o q iE IN = 1 1a.Dg iN 40.00 2303 aq. ft. 16,00 n ry m 1 12.00 a 11 m 1 m 40.00 n r -- - - - 12.00 - .,NO lopp N 3200 I- -- -- 10.00 N at 48 ^ 50.00 ^ ao ap c N 4,0 00 n m _ _ Sfi.00 1979 .q k e n GARAGE to o GARAGE m MFOO to GARAGE 1 GARAGE N, t-- -- - -- MOT PRINT AREA FORT AREA FOOT PRINT AREA m5.31m 1250 - ]doR 9q- it. I N _ 1D.D AR Foor PRINT AREA 6.o m GARAGE °s.t1^ - - �� -� _m n - -- ta.p0 `O ZpzPRwr AREA ° - A. 40 ^ FOOT PRINT AREA 4 FORT PRINT AREA GARAGE m m '100 m226J` FORT o1 Nr AR n 1 10.00 °a 13.331 to 112.04 °. 14.1' w20.4fiN FOOT PRINT AREA Ir _ _ ___ 1pOp FORT PRINT AREA m e zzel Foor PRINT AREA .03° 20,67RAGE 1- - _- 1 40.00 �' - _ - - - _ Foor PRINT Arecn °' m N o m 4.0 B3 0 0 ° ° o FOOT PRINT AREA N ° 1n 1599 0 sq. 1- - - - -4.0 m83° GARAGE ° m _ o GARAGE �n ^ ,� -- 2249 .q. r` m o GARAGE Foor PreINr AREA h PRINT AREA ;2 222 q _- - Foor PRINT AREA ] .. n. n 4 ^ o, GARAGE axw zq. k. ^' n m AGE ° PO zee q ° 1 m 2529 ea rt. r -- _- m GARAGE ° zz0o sv. N. GARAGE °n sv -- PorcM1 1 10'00 s.t r ry F am EA N °10.0 ° GARAGE h ° nr Fppr PRINT AREA A� ° 1 GARAGE n w FPp821Rlrvr IF 9v. ° .1N' 11,71 14.1 rv20.79 'n m20 fi7 GARAGE o 2245 ev. rt Ntp.Op IF ^1111.54 .83°0 �' r 2046 ro _ -_ -4.0 20.67 1i GARAGE a 5.1511m ° n "' 12.1 d 2p.00 z,O a1 •q. It 4 0 �,'+ N 1 ae RFA AREA az9 ° GARAGE ^ PRI rvT aaEA GARAGE m 11.0 ° - 22 00 °fitfi ri ° 1200 121 12 zo.oD orcn 1250 20.00 30. b0 o 20. DO ^ o i7 ED N ° 223 q °N; n ^ �. 2510 cq. k n 17.50 m GARAGE :q. � s1 g1 ° � ° o, ° o °51 m -z2s7 010.0 parch 00 °20.50- m 9.00 POrcM1 m N 012.00 10.0 °zasoN I�- �20.fiJ 420.17 m parc m pO 11 GARAGE m .00 °10.0 m°zOSOry of '° 211 19.54 12.46 12.00 23.17 m 26.17 1937 12.46 r - 2.20 ° 20.46 Oo n - _- _ - - _ DUE GARAGE '° TO ----------- 1157 12.11 r 2p0o I 4.0 m por 20.00- umi J,ogarc 1200 OFam - 22 00 12.00 porch n OF 2p.opN °1 r o ry ar n 0 50 ° GARAGE a 1217 H225-n' 1p.pp 1 '° 12.17 - ° 13.3411` oo 12.04 06. IS °20.67 GARAGE r - -- - -_ GARAGE 1°9251 __4.0 8.0 m W 1i tp.p0 o1200� < n m14.00 3EX D SEXED - Parc m �, - 1233 GARAGE a '83 mpprc 1°10.00 �, m ARA G r 1° 4'0 m _____ 1i GARAGE 2311, m °1.° 20.00 m - - - part h LET m12 N20.46N - _ - - -__ m x.r1, 19.5 D ° o ^ n ° te7 ° 0 tin GARAGE PorcM1 14.1 �, 20,46- ry 2200 1 r -_ - - 1 10.00 5.151im parcM1 ° mpp 1 10.00 GARAGE n 0 20.00 - GARAGE N GARAGE _Porc m 6.0^ O 1 - O o; RAGE O1D �206J GARAGE o D 00 9 Or N AR m °010.0 9 0^ 2p. n 1 GARAGE 21,0 g 1 o GARAGE e 12D 74 _I 19.04 1279 GARAGE ON m53 �to.0° o 0D N 11, 11.67 ^ 12.. S' ER 20.00- 0 ° 20067 m GARAGE 7,00 GARAGE d 12.57 °20.00- °51 o m o �, to orcM1 12.50 ° 20.00- m Pa TGh - ^' 030 11154 N 20.46 2267 20.61, GARAGE 14.00 N or TO 11.0 ga 01 - °' �, 60^ GARAGE GARAGE w 16 OON fi tfi n ° 110.0 14.17 .° 1"20.00- -20.46 3000 02000- 2317 °� 20.46 17.501 GARAGE ten o 2o.po SPRINGDALE D - CAPE COD LINDBERGH D - PRAIRIE PILLSBURY D - COLONIAL RAMSEY F - FARMHOUSE SINCLAIR D - COTTAGE SINCLAIR II D - CRAFTSMAN ST CROIX 0 - COLONIAL ST CROIX II D - COTTAGE TAYLOR D - PRAIRIE ADDISON D - PRAIRIE AUBURN D - COTTAGE LANSING C - CAPE COD MONTICELLO D - COTTAGE SPRINGDALE D - CAPE COD EXPANDED KITCHEN/NOOK STERLING D - CRAFTSMAN WESTON D - TRADITIONAL TOTAL IMPERVIOUS AREA = 3806 SF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3152 SF TOTAL IMPERVIOUS AREA 2680 OF TOTAL IMPERVIOUS AREA = 3097 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3257 SF TOTAL IMPERVIOUS AREA 3217 OF TOTAL IMPERVIOUS AREA 3140.03 OF TOTAL IMPERVIOUS AREA 3177 OF TOTAL IMPERVIOUS AREA 3435 OF TOTAL IMPERVIOUS AREA 3192 OF TOTAL IMPERVIOUS AREA 3502 OF TOTAL IMPERVIOUS AREA 3542 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4174 OF EGRESS AREA = 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 16.00 SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SPRINGDALE E - PRAIRIE SPRINGDALE B - COTTAGE ST CROIX F - FARMHOUSE LINDBERGH E - COLONIAL LINDBERGH B - CAPE COD PILLSBURY B - FOLK RAMSEY "PRAIRIE" - D3 SINCLAIR B - FOLK SINCLAIR II B - FOLK ST CROIX B - FOLK ST CROIX II B - CRAFTSMAN TAYLOR B - FOLK ADDISON B - FOLK AUBURN B - FOLK LANSING B - FARMHOUSE MONTICELLO B - FOLK SPRINGDALE B - COTTAGE EXPANDED KITCHEN/NOOK STERLING B - FOLK WESTON B - PRAIRIE TOTAL IMPERVIOUS AREA = 3889 OF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3344 SF TOTAL IMPERVIOUS AREA 2787 OF TOTAL IMPERVIOUS AREA = 3082 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3335 SF TOTAL IMPERVIOUS AREA 3174 5F TOTAL IMPERVIOUS AREA 3140.04 OF TOTAL IMPERVIOUS AREA 3092 OF TOTAL IMPERVIOUS AREA 3403 OF TOTAL IMPERVIOUS AREA 3131 OF TOTAL IMPERVIOUS AREA 3621 OF TOTAL IMPERVIOUS AREA 3651 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4464 OF EGRESS AREA = 76 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 40.00 (651)681 -1914 lhereb certify that this plan was prepared b Name under my 518.00 w 42.00 Revisions Date 10.2$ -11 40.00 44.00 40.00 Fopr PRINT AREA 5 FOOT PRINT ft vi zz02 .q. 11. me or direct supervisio an thatI 40 00 o 40.00 gp,pp ° SITE PLAlV PLAN o FOOT PRINT AREA n e ROJ M E, FO T PRIM AREA am a duly Licensed Professional Engineer 26.00 56 00 Designed NAP 935 EAST WAYZATA BLVD. _ __ 56.00 50.00 N xr PRINT nt under the laws of the State of Minnesota Reg. No. A 255 Drawn JLL WAYZATA, MINNESOTA 55391 N CHANHASSEN, MINNESOTA FOOT PRINT AREA FOOT 96 A, AREA zp9e sq. n. 6.0 m 1906 :q. «. __ 40.00 FOOT PRINT AREA 6.0 FOOT PRINT AREa1R aN 44.00 "°' e16A0 4400 ta.op °a zzz ^ ^ q e.00 616.00 44.00 21088, IF e tgpp o1e.pp FOOT PRINT AREA 222 9 1 40.00 PRINT AREA - - - O1 f 26 - FOOT PRINT AREA x4.00 26,00 ° - - - m 1936 A, IN - -- 1P96 °q' 1t' 40.00 ]260 e9� (l. ° ° ^ o_ - _- _ - ^ c` 10.0 _� _ R 1991 s ft, - q ^ N m a FOOT PRINT mrn 2,099 sq n. `n 2261 °q' - - N ° 5 a 1 j. se q -- - -_ - -_ 11 2601 zq. e 212 q - -_ 1 20.00 e Foor PRINT AREA 2284 "q. H. m ^, t e.pp - 40,00 zz99 .q. ft, °_' ao.pp 9 1 1200 1 26.00 o v 56.00 ° - - _- _ - 4 40.00 u u, 32.00 6p.pO e < 1` -- e ° 42 00 Ik Sfi.00 _ - - - 1 e.00 04.00 ° ^ 2MR AIR 11 m - 40.00 FOOT PRINT AREA N 40.00 40.00 32.00 e GARAGE M.O0 40.00 1 . 1 11 42.00 618.00 40.00 - 1 1i ^ 4aa0 1- IN = 1 1a.Dg iN 40.00 16,00 n ry m OF MOT PRINT AREA 6 2252 OF It m a 11 m 1 m 40.00 n r -- - - - - .,NO lopp N 3200 I- -- -- 10.00 N at 48 0 GARAGE 50.00 8.00 N ao ap to N 4,0 00 n m _ _ Sfi.00 e e i6 -00 N o GARAGE m MFOO to GARAGE 1 6Ar N, t-- -- - -- MOT PRINT AREA FORT AREA FOOT PRINT AREA m5.31m 1250 - ]doR 9q- it. Fpor PRwr AREA 6.o N _ 1D.D AR Foor PRINT AREA 6.o m GARAGE °s.t1^ 56. 00 m° ° ta.p0 `O ZpzPRwr AREA ° .DD ° ^ FOOT PRINT AREA 4 FORT PRINT AREA °5.1 m m '100 m226J` FORT o1 Nr AR or HINT AREA °a 13.331 to 112.04 °. 14.1' w20.4fiN FOOT PRINT AREA 20.67 o FORT PRINT AREA m e zzel Foor PRINT AREA .03° 20,67RAGE o 40.00 �' Foor PRINT Arecn °' °, �' 18.04 12.46 o m ° ° o FOOT PRINT AREA ]aoe ay. rt. 1n 1599 0 sq. 2531 R, H. GARAGE ° m _ ie]e sv. a N ^ ,� -- 2249 .q. r` m Foor PreINr AREA h PRINT AREA ;2 222 q _- - Foor PRINT AREA port N ] .. n. n 4 ^ o, N m axw zq. k. ^' RE zee q ° TRAT PRINT a9zl kRGARAGE 2529 ea rt. r -- _- N. 3665 sq a °o zz0o sv. N. 20.00N sv -- PorcM1 s.t r ry F am EA N °10.0 FOOT PRINT AREA ° nr Fppr PRINT AREA A� 2119 vq r w FPp821Rlrvr IF 9v. ^ FOOT PRINT AREA ^ 'n ^ °n 2245 ev. rt Ntp.Op IF er R ro _ -_ -4.0 ° N20.4fi 1� 5.1511m ^ 1R6 sq 12.1 d 2p.00 z,O a1 •q. It 4 Porc M1 1 ae RFA AREA az9 NI ^ PRI rvT aaEA m 11.0 ° - 22 00 FOOT PRINT AREA _ 1200 121 q zo.oD orcn 1250 20.00 pore M1 _ ^ o 20.00 ° 223 q °N; 2510 cq. k 06. :q. zsso .v. F uza cq ry, ry10.00 ° ^ - - - - - n 00 °20.50- GARAGE No n I�- �20.fiJ 1 m m pO 11 GARAGE GARAGE r 0 1267 20 p0 1i GARAGE 2060 sp - _ 12.00 23.17 m _ - -- ^ zsoO - - -� GARAGE Oo n - _- _ - - _ DUE GARAGE '° TO ----------- I 4.0 1 ANN ^ ° -- - - - - N83o h 1200 - 12.00 porch n OF °D.50 °1 r e ° GARAGE a o 1 1 GARAGE °' ° 13.3411` oo 12.04 °20.67 GARAGE r - -- - -_ GARAGE 1°9251 __4.0 °o AIR FEE 1i tp.p0 No < n m14.00 3EX D SEXED - 1233 GARAGE a '83 h 9 ARA G r 1° 4'0 1 _____ 1i GARAGE m - - - N LET GARAGE N20.46N - _ - - -__ m 19.5 ° o ^ n ° te7 ° 0 tin GARAGE o o d 14.1 �, 20,46- r -_ - - 1 10.00 5.151im o X11.54 ° 20.4fi mpp 1 10.00 GARAGE n 0 20.00 - GARAGE N GARAGE _Porc m 6.0^ n RAGE O1D �206J GARAGE o .5.1b N N ° N AR m °010.0 4.0 2p. IF- 10.00 GARAGE 21,0 g 1 o GARAGE m pore n 74 _I 19.04 1279 GARAGE ON m53 ° porch 11, 11.67 GARAGE ER 20.00- 20067 m GARAGE 7,00 GARAGE d 12.57 °20.00- °51 o m o ° to orcM1 12.50 ° 20.00- m Pa TGh - ^' 030 11154 N 20.46 2267 20.61, GARAGE o 'L 01 - °' �, 60^ GARAGE GARAGE w 16 OON fi tfi n ° 110.0 14.17 .° 1"20.00- -20.46 3000 02000- 2317 °� 20.46 17.501 GARAGE ten o 2o.po °o st1 m N N o 'T 1250 m GARAGE 413.0 ° �' as,ibm °° N N 10.0 M226JN °20.00 20.4fiN 500 'n10 m5.3 °10.0 °2Q50ry porcM1 m -2017 ^ GARAGE Ion 17.50 m mparcfi ° 1 126- -zp.pp 19.54 GARAGE m 19.54 05.1 �t267 r ° m `O N22fi7 5.151- o 11.67 ° OF N1L5401 =M1 PorcM1 m P°rcM1 N Por J Oo - m - N port d 1257 °_' 12.20 - N 050° ¢.n n m.Op 2z57 n 121 12.17 41NO 1217 12.50 20.00- 3Qb0 0 20.00 - porcn` N - Ni 'n10o s ° 10.0 N Porch 0 50 ° 28.00 n - 12.46 2B 00 tv - -- 12.46 11.0 9° °' 12,20 ° 2317 °c u 11.61, ° 20.00 ^ 121 rvzOOp N1 20.46- 1 '13 D m 28.17 N 12.46 17.5 22.00 2817 N 1246 7 n 14.17 2p.pp 20.46 P°FCM1 22.00 M1 m Porch m P °f °M1 mtp.po Porc 20.50.7 porch P°rc Parch m^g port 14.17 -20.46 Or 1 porch D.D °g c No Porc PDT 6' 1 m12,00 "'ss P°' ^1 BE zo.a op 1 0 28.00 m12.00 8. -9 parc -14.00 �, -11.0 9 °tas° IN 120 's° 11 D 9 °cps IN 008.5 ofls 9 SPRINGDALE D - CAPE COD LINDBERGH D - PRAIRIE PILLSBURY D - COLONIAL RAMSEY F - FARMHOUSE SINCLAIR D - COTTAGE SINCLAIR II D - CRAFTSMAN ST CROIX 0 - COLONIAL ST CROIX II D - COTTAGE TAYLOR D - PRAIRIE ADDISON D - PRAIRIE AUBURN D - COTTAGE LANSING C - CAPE COD MONTICELLO D - COTTAGE SPRINGDALE D - CAPE COD EXPANDED KITCHEN/NOOK STERLING D - CRAFTSMAN WESTON D - TRADITIONAL TOTAL IMPERVIOUS AREA = 3806 SF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3152 SF TOTAL IMPERVIOUS AREA 2680 OF TOTAL IMPERVIOUS AREA = 3097 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3257 SF TOTAL IMPERVIOUS AREA 3217 OF TOTAL IMPERVIOUS AREA 3140.03 OF TOTAL IMPERVIOUS AREA 3177 OF TOTAL IMPERVIOUS AREA 3435 OF TOTAL IMPERVIOUS AREA 3192 OF TOTAL IMPERVIOUS AREA 3502 OF TOTAL IMPERVIOUS AREA 3542 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4174 OF EGRESS AREA = 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 16.00 SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SPRINGDALE E - PRAIRIE SPRINGDALE C - COLONIAL ST CROIX F - FARMHOUSE LINDBERGH E - COLONIAL LINDBERGH C - CRAFTSMAN PILLSBURY C - FARMHOUSE RAMSEY E - TRADITIONAL SINCLAIR C - COLONIAL SINCLAIR II C - COLONIAL ST CROIX C - COTTAGE ST CROIX II C - COLONIAL TAYLOR C - COLONIAL ADDISON C - COLONIAL AUBURN C - CAPE COD LANSING C - CAPE COD MONTICELLO C - CAPE COD SPRINGDALE C - COLONIAL EXPANDED KITCHEN/NOOK STERLING C - COLONIAL WESTON C - COLONIAL TOTAL IMPERVIOUS AREA = 3806 SF TOTAL IMPERVIOUS AREA 2835 SF TOTAL IMPERVIOUS AREA 3222 SF TOTAL IMPERVIOUS AREA 2787 OF TOTAL IMPERVIOUS AREA = 3173 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3329 SF TOTAL IMPERVIOUS AREA 3216 5F TOTAL IMPERVIOUS AREA 3140 OF TOTAL IMPERVIOUS AREA 3098 OF TOTAL IMPERVIOUS AREA 3435 OF TOTAL IMPERVIOUS AREA 3113 OF TOTAL IMPERVIOUS AREA 3550 OF TOTAL IMPERVIOUS AREA 3620 OF TOTAL IMPERVIOUS AREA 3938 OF TOTAL IMPERVIOUS AREA 4464 OF EGRESS AREA = 76 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF 40.00 (651)681 -1914 lhereb certify that this plan was prepared b Name under my 518.00 w 42.00 Revisions Date 10.2$ -11 40.00 44.00 40.00 Fopr PRINT AREA 5 FOOT PRINT ft vi zz02 .q. 11. me or direct supervisio an thatI 40 00 o 40.00 gp,pp ° SITE PLAlV PLAN o FOOT PRINT AREA n e ROJ M E, FO T PRIM AREA am a duly Licensed Professional Engineer 26.00 56 00 Designed NAP 935 EAST WAYZATA BLVD. _ __ 56.00 50.00 N xr PRINT nt under the laws of the State of Minnesota Reg. No. A 255 Drawn JLL WAYZATA, MINNESOTA 55391 N CHANHASSEN, MINNESOTA FOOT PRINT AREA FOOT 96 A, AREA zp9e sq. n. 6.0 m 1906 :q. «. __ 40.00 FOOT PRINT AREA 6.0 FOOT PRINT AREa1R aN 44.00 "°' e16A0 4400 ta.op °a zzz ^ ^ q e.00 FOOT PRINT AREA n 2226 •a k. FOOT PRINT AREA , 2106 IF q 21088, IF 26.00 RE FROT PRINT AREA FOOT PRINT AREA 222 9 1 20.00 PRINT AREA - - - O1 f 26 - FOOT PRINT AREA x4.00 26,00 ° - - - m 1936 A, IN 0 zeal 9 1P96 °q' 1t' 40.00 ]260 e9� (l. ° ° ^ o_ - _- _ - ^ c` 10.0 _� _ R 1991 s ft, - q ^ N m a FOOT PRINT mrn 2,099 sq n. `n 2261 °q' - - N ° a 1 j. se q -- - -_ - -_ 11 2601 zq. 212 q - -_ 1 20.00 e Foor PRINT AREA 2284 "q. H. m r ° - - - - -a.0 1 1 40,00 zz99 .q. ft, °_' ao.pp 1 1200 1 26.00 o v 56.00 ° - - _- _ - 4 D.00 u u, 32.00 2 1 00 e < 1` ° e ° 42 00 Ik w _ - - - 1 e.00 04.00 ° ^ 2MR AIR 11 m - n FOOT PRINT AREA N 40.00 40.00 - -- e GARAGE M.O0 °o 1 . 1 11 e 40.00 - 1 1i ^ 4aa0 1- At = 1 1a.Dg iN -- = 16,00 n ry m m a 11 m 1 m ry n r -- - - - - ^. IT- - -- - lopp N 3200 I- -- -- 10.00 N 48 0 GARAGE 8.00 N ao ap n OF GARAGE OR N 4,0 00 n m e e °05.1 o GARAGE m MFOO to GARAGE 1 6Ar t-- -- - -- GARAGE °a fi.t5n FORT AREA m5.31m 1250 - ]doR 9q- it. O N 17.50 1i GARAGE AR Foor PRINT AREA 6.o m GARAGE °s.t1^ 56. 00 m° 16.00 0 ta.p0 .DD ° ^ FOOT PRINT AREA 4 °5.1 m m '100 m226J` AREA or HINT AREA °a 13.331 to 112.04 °. 14.1' w20.4fiN FOOT PRINT AREA 20.67 o e 4a.DD e - 20.46 - Foor PRINT AREA .03° 20,67RAGE o 40.00 ^ 1 �' o - 18.04 1J.33r 11 124fi Foor PRINT Arecn 0 n 17.33-11 °, �' 18.04 12.46 o m ° ° o FOOT PRINT AREA GARAGE 1n 1599 0 sq. sD.aa F00109RI AREA GARAGE ° m _ zlzz ^ gq i - 1 zD.DD m 2249 .q. r` m PRINT AREA ;2 222 q _- - 20.00 port N 209 .q o, N m 2D.DD IN RE 6.161n TRAT PRINT a9zl kRGARAGE 2529 ea rt. r -- _- N. 3665 sq a °o -1050 ;zae ,q. rL 20.00N PorcM1 s.t r ry A. sv. re N °10.0 ° ° 12.D 2119 vq r w ^ FOOT PRINT AREA ^ 'n 2245 ev. rt Ntp.Op FORT PRINT AREA zoo n. ry er R 12.20 ° N20.4fi ° 5.1511m _ _ __ _ 4.D �63 12.1 d 2p.00 GARAGE N10 Porc M1 ae RFA AREA az9 NI Porc PRI rvT aaEA m 11.0 ° - 22 00 FOOT PRINT AREA _ 1200 121 q x°10.50 orcn 1250 20.00 pore M1 0.50° 22.00 ^ o 121 Foor PRINT AREA 6.0 m teas =q. k ° ^ - - t` 10.0 Foos6eRlagr ARrn N 06. ^ _ __ - ___ :q. 1 uza cq ry, ry10.00 ^ - - - - - n 00 °20.50- GARAGE No n - ot ° �20.fiJ ° tin m pO 11 GARAGE GARAGE q 0 1267 20 p0 1i GARAGE 2060 sp - _ 12.00 23.17 m 11.fiJ° 20.0 ^ zsoO - - -� GARAGE Oo n - _- _ - - _ DUE GARAGE '° TO ----------- ° ° 11AR ^ ° -- - - - - 1` a h 1 - tape porch - GARAGE °D.50 °1 e - -- - GARAGE a 1 ° 13.3411` oo 12.04 °20.67 GARAGE 6.0^ GARAGE 1°9251 __4.0 °o AIR FEE 1i N No 12.00 m14.00 3EX D SEXED - 1233 GARAGE a porcM1 h 9 r 1° 4'0 1 1i GARAGE m - - - N LET GARAGE N20.46N - 19.5 ° o ^ n ° te7 GARAGE o o d 14.1 �, 20,46- parcM1 umi m °a �, 5.151im o X11.54 ° 20.4fi 12.17 12.50 GARAGE n 0 20.00 - GARAGE N _Porc m 6.0^ n st 2 GARAGE ° n GARAGE m. GARAGE .5.1b N N ° 1a AR m °010.0 m 2p. IF- 10.00 21,0 g 5.t11T� m pore n 74 _I 19.04 1279 GARAGE ON 12.20 ° porch 11, 11.67 °2017 ER 20.00- 20067 m GARAGE 7,00 -10.50 12.57 °20.00- ° to orcM1 12.50 ° 20.00- 515 12 fi7 12.1 - 200p o "' GARAGE 2267 N 01 - r °o 7 1VODN 1217 m w 16 OON 12.46 ° 110.0 14.17 06, -20.46 20,5 2317 °� 20.46 ten o 2o.po m M1 o c Dog o 'T 413.0 ° �' N N °20.00 d _ 500 m5.3 porcM1 m ^ GARAGE Ion 17.50 m 1 126- -zp.pp GARAGE m 05.1 �t267 r ° m porch 50 m `O N22fi7 m port 'O 10 OF N1L5401 =M1 m P°rcM1 N N port m 004°. m 19.37 19.37 "' 12.20 ° 2317 u 11.67 121 1157 ° zo.00 41NO 1217 12.50 20.00- 3Qb0 0 20.00 - porcn` N 121 porch Ni IF N Porch 0 50 ° 1v7 - 2a TR 11.0 9° Imp ^ e 00 205 20.46- 1 28.17 N 12.46 2817 N 1246 n 14.17 20.46 P. m porch m P °f °M1 i1, 5 - 22.00 mtp.po 22.00 porch Parch 1 c m ^O^ c No Porc N 6' m12,00 ^1 op 1 0 °10.0IN m12.00 8. 9 14.00 11 D 9 tea If yfD1 SPRINGDALE D - CAPE COD LINDBERGH D - PRAIRIE PILLSBURY D - COLONIAL RAMSEY F - FARMHOUSE SINCLAIR D - COTTAGE SINCLAIR II D - CRAFTSMAN ST CROIX 0 - COLONIAL ST CROIX II D - COTTAGE TAYLOR D - PRAIRIE ADDISON D - PRAIRIE AUBURN D - COTTAGE LANSING C - CAPE COD MONTICELLO D - COTTAGE SPRINGDALE D - CAPE COD EXPANDED KITCHEN/NOOK STERLING D - CRAFTSMAN WESTON D - TRADITIONAL TOTAL IMPERVIOUS AREA = 3806 SF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 3152 SF TOTAL IMPERVIOUS AREA 2680 OF TOTAL IMPERVIOUS AREA = 3097 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA = 3257 SF TOTAL IMPERVIOUS AREA 3217 OF TOTAL IMPERVIOUS AREA 3140.03 OF TOTAL IMPERVIOUS AREA 3177 OF TOTAL IMPERVIOUS AREA 3435 OF TOTAL IMPERVIOUS AREA 3192 OF TOTAL IMPERVIOUS AREA 3502 OF TOTAL IMPERVIOUS AREA 3542 OF TOTAL IMPERVIOUS AREA 3925 OF TOTAL IMPERVIOUS AREA 4174 OF EGRESS AREA = 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 OF ST CROIX G - CAPE COD TOTAL IMPERVIOUS AREA 3230 SF EGRESS AREA - 54 OF REAR PORCH AREA = 144 SF 16.00 SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SPRINGDALE E - PRAIRIE SINCLAIR II F - COTTAGE ST CROIX F - FARMHOUSE LINDBERGH E - COLONIAL PILLSBURY E - CAPE COD RAMSEY G - FOLK II SINCLAIR E - FARMHOUSE SINCLAIR II E - TRADITIONAL ST CROIX E - CRAFTSMAN II ST CROIX II E - FOLK TAYLOR E - CRAFTSMAN ADDISON E - CRAFTSMAN e LANSING D - COLONIAL SPRINGDALE E - PRAIRIE EXPANDED KITCHEN/NOOK a WESTON E - COTTAGE TOTAL IMPERVIOUS AREA - 3759 SF TOTAL IMPERVIOUS AREA 2846 SF TOTAL IMPERVIOUS AREA 3344 SF e1fi.00 TOTAL IMPERVIOUS AREA - 2888 SF e 10.00 o 10.00 - TOTAL IMPERVIOUS AREA - 3329 SF TOTAL IMPERVIOUS AREA 3174 SF TOTAL IMPERVIOUS AREA 3148 SF e TOTAL IMPERVIOUS AREA 3460 SF 40.00 TOTAL IMPERVIOUS AREA 3655 SF TOTAL IMPERVIOUS AREA 3933 SF TOTAL IMPERVIOUS AREA 4464 SF EGRESS AREA - 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 OF EGRESS AREA - 54 SF EGRESS AREA = 54 OF EGRESS AREA - 38 SF EGRESS AREA = 54 OF 40.00 EGRESS AREA = 54 SF EGRESS AREA = 54 SF 4npo EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA - 144 SF -- REAR PORCH AREA = 144 SF e 14.00 REAR PORCH AREA - 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA - 144 OF 40.00 REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 OF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 OF 1a0o 10.00 ete. 32.00 16.00 e 40.00 (651)681 -1914 lhereb certify that this plan was prepared b Name under my 518.00 w 42.00 Revisions Date 10.2$ -11 40.00 44.00 40.00 Fopr PRINT AREA 5 FOOT PRINT ft vi zz02 .q. 11. me or direct supervisio an thatI 40 00 o 40.00 gp,pp ° SITE PLAlV PLAN o FOOT PRINT AREA n e BE M 2 FO T PRIM AREA am a duly Licensed Professional Engineer 26.00 56 00 Designed NAP 935 EAST WAYZATA BLVD. _ __ 56.00 50.00 N xr PRINT nt under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 255 Drawn JLL WAYZATA, MINNESOTA 55391 N CHANHASSEN, MINNESOTA FOOT PRINT AREA FOOT 96 A, AREA zp9e sq. n. 6.0 m 1906 :q. «. __ 40.00 FOOT PRINT AREA 6.0 FOOT PRINT AREa1R aN 44.00 "°' ta.op °a zzz ^ ^ q O of FOOT PRINT AREA n 2226 •a k. FOOT PRINT AREA , 2106 IF q 21088, IF 26.00 RE FROT PRINT AREA FOOT PRINT AREA 222 9 1 20.00 PRINT AREA - - - O1 f 26 - FOOT PRINT AREA - - - - m 1936 A, IN 0 zeal 9 1P96 °q' 1t' 40.00 ]260 e9� (l. ° ° ^ o_ - _- _ - ^ c` 10.0 _� _ R 1991 s ft, - q ^ N m a FOOT PRINT mrn 2,099 sq n. `n 2261 °q' - - N a 1 j. se q -- - -_ - -_ 11 2601 zq. 212 q - -_ 1 20.00 2766 zq. la. Foor PRINT AREA 2284 "q. H. m r ° - - - - -a.0 1 1 40,00 zz99 .q. ft, °_' ao.pp 1 1200 1 26.00 1200 226 .q - - _- _ - o 0 1 20.00 u u, 32.00 2 1 00 IF 4.0 ° < 1` ° 42.00 18.00 f Ik w _ - - - 2MR AIR 11 m - n FOOT PRINT AREA N 40.00 - -- e GARAGE 0 °o 1 . 1 11 e - 1 1i ^ IF N m 1- At 5 1 1a.Dg iN o TRAGE0.00RAGE 16,00 n n 1 GARAGE 48.00 co a 11 m 1 m ry n r -- - - - FOOT PRINT AREA ^. IT- - -- - lopp GARAGE w I- -- -- 10.00 N 2262 aq. E. _�_ 0 GARAGE - GARAGE ao ap n OF GARAGE OR 1--------- 830 1 4,0 00 1 -- -- 4.0 GARAGE - 0 1 0 °05.1 o GARAGE m MFOO to GARAGE 1 6Ar t-- -- - -- GARAGE °a fi.t5n FORT AREA m5.31m 1250 - ]doR 9q- it. n T N 17.50 1i GARAGE AR Foor PRINT AREA 6.o m GARAGE °s.t1^ 1250 GARAGE ta.p0 GARAGE ° ° °51 ^ FOOT PRINT AREA 4 °5.1 m m '100 m226J` AREA °a 13.331 to 112.04 °. 14.1' w20.4fiN 1]9 ap. 20.67 o AREA m LIST ..9 k ^111L54 83 c, 420.17 - 20.46 - .03° 20,67RAGE o GARAGE ^ 1 �' o - 18.04 1J.33r 11 124fi oa 926 ap 0 n 17.33-11 °, �' 18.04 12.46 Porcfi- 12.67 o ° ° m. GARAGE 1n 1599 0 sq. 17.50 m GARAGE N GARAGE ° m _ o n22 -67 12.17 20.00- 3Qb0 020.00 port N 209 .q o, n 2D.DD IN N 6.161n -� d 12'5- �2o.00N 2529 ea rt. r -- _- 1217 -1050 - -_- 20.00N PorcM1 s.t r ry P°rcfi - iO90o N °10.0 ° ^ __ 12.D porcfi m900° fly m °10.0 w 12.17 'n 12.17 FORT PRINT AREA zoo n. ry 14.17 12.20 ° N20.4fi 12.46 5.1511m In 12.1 d 2p.00 GARAGE N10 Porc M1 N10OO NI Porc 12.00 m 11.0 ° - 22 00 1200 121 t2 fi- ° 20.p0 x°10.50 orcn 1250 20.00 pore M1 0.50° 22.00 porcn 121 ° porch r _ 10.00 06. :q. 1 Oo 2050" P°rc m1 6,00 1 00 °20.50- ,Porc - ot ° �20.fiJ m pO c 09.25 GARAGE m port 0 1267 20 p0 1i GARAGE NO 23.17 m 11.fiJ° 20.0 GARAGE Oo 2.0 N N GARAGE '° 11AR - - __ _10.pp h 1 11 GARAGE IN , 00 porch - GARAGE 9.50 °1 12.04 to In 10 0 GARAGE a ° f' Oo 6.0^ GARAGE 1°9251 -825 °o AIR FEE -9.251 N No m14.00 3EX D SEXED 1233 GARAGE a porcM1 a 9 1750 m GARAGE a 1 °a ° N LET 14.1° N20.46N h N' porch 19.5 ° o ^ n ° te7 o o d co m 5.151im 12.17 12.50 0 20.00 _Porc m 1' st 2 GARAGE ° 12p .5.1b N N ° AR m °010.0 2p. 21,0 °20,50 -10,0 m pore n 74 _I 19.04 1279 o n1 19.37 ON 12.20 ° 11, ST CROIX G - CAPE COD TOTAL IMPERVIOUS AREA 3230 SF EGRESS AREA - 54 OF REAR PORCH AREA = 144 SF SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SPRINGDALE E - PRAIRIE SINCLAIR II F - COTTAGE ST CROIX F - FARMHOUSE LINDBERGH E - COLONIAL PILLSBURY E - CAPE COD RAMSEY G - FOLK II SINCLAIR E - FARMHOUSE SINCLAIR II E - TRADITIONAL ST CROIX E - CRAFTSMAN II ST CROIX II E - FOLK TAYLOR E - CRAFTSMAN ADDISON E - CRAFTSMAN AUBURN E - PRAIRIE LANSING D - COLONIAL SPRINGDALE E - PRAIRIE EXPANDED KITCHEN/NOOK STERLING E - PRAIRIE WESTON E - COTTAGE TOTAL IMPERVIOUS AREA - 3759 SF TOTAL IMPERVIOUS AREA 2846 SF TOTAL IMPERVIOUS AREA 3344 SF TOTAL IMPERVIOUS AREA 2993 SF TOTAL IMPERVIOUS AREA - 2888 SF TOTAL IMPERVIOUS AREA 3230 SF TOTAL IMPERVIOUS AREA - 3329 SF TOTAL IMPERVIOUS AREA 3174 SF TOTAL IMPERVIOUS AREA 3148 SF TOTAL IMPERVIOUS AREA 3162 SF TOTAL IMPERVIOUS AREA 3460 SF TOTAL IMPERVIOUS AREA 3625 SF TOTAL IMPERVIOUS AREA 3655 SF TOTAL IMPERVIOUS AREA 3933 SF TOTAL IMPERVIOUS AREA 4464 SF EGRESS AREA - 75 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 OF EGRESS AREA - 54 SF EGRESS AREA = 54 OF EGRESS AREA - 38 SF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 76 SF REAR PORCH AREA - 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA - 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA - 144 OF REAR PORCH AREA - 144 OF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 OF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 OF 1a0o 10.00 ete. e 40.00 (651)681 -1914 lhereb certify that this plan was prepared b Name under my Revisions Date 10.2$ -11 40.00 7 E7�77� A 5 me or direct supervisio an thatI John M. Molinaro 40.00 616.00 SITE PLAlV PLAN 3200 16.x0 to e BE 4800 2 10600 °° am a duly Licensed Professional Engineer Designed NAP 935 EAST WAYZATA BLVD. 50.00 under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 N CHANHASSEN, MINNESOTA ED ° IN 40.00 FOOT PRINT AREA 6.0 aN 44.00 ta.op °a ° v O of FOOT PRINT AREA , 2106 IF q 26.00 RE 014.00 to FOOT PRINT AREA m - - - O1 f FOOT PRINT AREA 44.00 m 1936 A, IN 1P96 °q' 1t' 40.00 e 2z3 9 1. ry e R m a 2261 °q' - - te.op a 1 j. se q 2601 zq. 2766 zq. la. r ° - - - - -a.0 40,00 ao.pp AREA 26.00 ° 226 .q 1 20.00 32.00 2 1 00 1 2.00 ° 42.00 18.00 f Ik w 2MR AIR 11 m - FOOT PRINT AREA N 40.00 - -- e 0 °o 1 . e - - a ^ IF N m n 56.00 5 1 1a.Dg iN FOOT PRINT AREA 16,00 n 48.00 co ry GARAGE n FOOT PRINT AREA FOOT PRINT AREA GARAGE w 40.00 N 2262 aq. E. _�_ 0 GARAGE EE o ao ap 1N GARAGE 1im GARAGE 00 °05.1 12. ea H r _ _ MFOO to GARAGE "' FORT AREA ]doR 9q- it. n T ;755 ,a k. X5.3 AR Foor PRINT AREA 6.o n _ _ _J` 10.0 Foor PRINT T ta.p0 ^ FOOT PRINT AREA 4 AREA n °1o.B AREA 1]9 ap. ^11154 ° AREA m LIST ..9 k ° N 2D.OD FOOT PRIM AR EA �' GARAGE PRINT m Fppr PRIq AREA oa 926 ap m Porcfi- 12.67 o ° IF ° °° m GARAGE I°o 1n 1599 0 sq. 17.50 m GARAGE N IF 4 1 o n22 -67 „REAM n q IRA ° 13.33 12.04 °. 2238 eq. (t. rz,rzas zq k 209 .q 2D.DD IN pT ------ 6.161n o GARAGE 2529 ea rt. r -- _- -1050 - -_- 20.00N s.t r ry ° ^ __ 12.D ^ a 111 14.1 Po°rcF1 'n FORT PRINT AREA zoo n. ry 29.50 N11 12.46 2950 N 12.46 GARAGE �83 1 4.0 N10OO NI 12.00 1200 AD ^ -_ - -_ x°10.50 orcn 1250 20.00 IF porcn to Ir 4.0 n ° GARAGE m 1 N r _ 10.00 :q. pore --------- 10.0 moo �. m ° 13.33E1 �20.fiJ ^11L54 ° 20.4fi GARAGE 1217 0 1267 20 p0 1i GARAGE NO 9.50°,1. GARAGE AR 2.0 N N GARAGE 11AR - - __ _10.pp n 11 GARAGE IN , 00 - GARAGE 9 12.04 to GARAGE a ° f' 6.0^ GARAGE 28.00 M0 GARAGE °o AIR FEE No 3EX D SEXED 1233 GARAGE a a 1750 m GARAGE a °a ° 14.1° N20.46N h N' porch ^ 420.17 ° o ^ n ° te7 o o d co m 5.151im 12.17 12.50 0 20.00 _Porc m st 2 GARAGE ° .5.1b N N ° AR m °010.0 No parch 21,0 °20,50 -10,0 m pore n 74 _I 19.04 1279 o n1 19.37 ON 12.20 ° ° ° 11.61,° 11.67 ER 20.00- N, 7,00 -10.50 12.57 °20.00- o H orcM1 12.50 ° 20.00- 12 fi7 12.1 - 200p n 2267 m B.00FE 7 1VODN 1217 1217 w 16 OON 12.46 14.17 -20.46 2317 °� 20.00 ten o 2o.po N10 o c Dog 413.0 o, 121- a 1257 °_ -nn n N10 500 porcM1 1217 1 m porch 50 m m port OF N1L5401 =M1 N N m m N AN 41NO .c i° porcM1 RE Ni m 1200 v' 1200 11.0 9° Imp 1 ST CROIX G - CAPE COD TOTAL IMPERVIOUS AREA 3230 SF EGRESS AREA - 54 OF REAR PORCH AREA = 144 SF SPRINGDALE F - TRADITIONAL LINDBERGH F - COTTAGE PILLSBURY F - COTTAGE SINCLAIR F - FRENCH SINCLAIR II F - COTTAGE ST CROIX F - FARMHOUSE TAYLOR F - COTTAGE ADDISON F - TRADITIONAL LANSING E - CRAFTSMAN SPRINGDALE F - TRADITIONAL EXPANDED KITCHEN/NOOK TOTAL IMPERVIOUS AREA - 3759 OF TOTAL IMPERVIOUS AREA 2940 SF TOTAL IMPERVIOUS AREA 2993 SF TOTAL IMPERVIOUS AREA - 2961 SF TOTAL IMPERVIOUS AREA 3230 SF TOTAL IMPERVIOUS AREA 3216 SF TOTAL IMPERVIOUS AREA 3298 SF TOTAL IMPERVIOUS AREA 3406 SF TOTAL IMPERVIOUS AREA 3609 SF TOTAL IMPERVIOUS AREA 3649 OF EGRESS AREA - 75 5F EGRESS AREA = 54 SF EGRESS AREA = 54 OF EGRESS AREA - 54 SF EGRESS AREA = 54 OF EGRESS AREA = 54 OF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF REAR PORCH AREA - 144 SF REAR PORCH AREA = 144 OF REAR PORCH AREA = 144 OF REAR PORCH AREA - 144 OF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA - 144 OF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 OF 1050 0 25 50 100 P18NEERengi�.eering GRAPHIC SCALE I1 FEET e 11021- PH2- SITE.DWG 1a0o 10.00 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHIP71= e 40.00 (651)681 -1914 lhereb certify that this plan was prepared b Name under my Revisions Date 10.2$ -11 40.00 7 E7�77� A 5 me or direct supervisio an thatI John M. Molinaro 40.00 SITE PLAlV PLAN 3200 16.x0 to REFLECTIONS AT LAKE RILEY 2ND ADD -. 4800 2 10600 °° am a duly Licensed Professional Engineer Designed NAP 935 EAST WAYZATA BLVD. 50.00 under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 N CHANHASSEN, MINNESOTA ED ° IN 40.00 FOOT PRINT AREA 6.0 o FOOT PRINT AREA o5 0000 ° v O of FOOT PRINT AREA , 2106 IF q 26.00 RE 014.00 to FOOT PRINT AREA m O1 f FOOT PRINT AREA m 1936 A, IN 1P96 °q' 1t' 2z3 9 1. ry ° m a 2261 °q' - - a 1 j. se q 2601 zq. 2766 zq. la. r ° - - - - -a.0 4 AREA _ _ ` 226 .q 1 20.00 2 1 00 1 2.00 ° f Ik 2MR AIR 11 m - - -- 20.00 0 1 . ^ n 1 1a.Dg iN - s10.0 GARAGE n GARAGE w ° GARAGE In 0 GARAGE -- 1N GARAGE 1im GARAGE °05.1 MFOO to GARAGE n T X5.3 17.33 - ta.p0 ° n ° °1o.B ^11154 ° ° N EL ON GARAGE 1217 1250 - m Porcfi- 12.67 o °° m GARAGE I°o 17.50 m GARAGE N o n22 -67 ° 13.33 12.04 °. B3420.1J 18.04 18.04 6.161n 20.00- -1050 20.00N s.t r ry ° n 12.D 14.1 Po°rcF1 N2046N 29.50 N11 12.46 2950 N 12.46 N10OO orcn 0, x°10.50 orcn 1250 20.00 m porcn ° m port pore parc ° 1217 0 1267 20 p0 9.50°,1. AR 2.0 N N n n IN , 00 9 - 0 In 60 28.00 2. 2 0 rK o. D te7 ST CROIX G - CAPE COD TOTAL IMPERVIOUS AREA 3230 SF EGRESS AREA - 54 OF REAR PORCH AREA = 144 SF © 2011 Pioneer Engineering 40.00 ED REA FOOT 2236P1sq. pt a 00 AD Er 11°� 17.50 GARAGE - OR NO OR °rch 12.50 ° 20.00- 1050 0 25 50 100 P18NEERengi�.eering GRAPHIC SCALE I1 FEET 11021- PH2- SITE.DWG CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHIP71= (651)681 -1914 lhereb certify that this plan was prepared b Name under my Revisions Date 10.2$ -11 7 E7�77� A 2422 Enterprise Drive Fax: 681 -9488 me or direct supervisio an thatI John M. Molinaro SITE PLAlV PLAN L 1V 1V 1� REFLECTIONS AT LAKE RILEY 2ND ADD -. r� SG 2 Mendota Heights, MN 55120 am a duly Licensed Professional Engineer Designed NAP 935 EAST WAYZATA BLVD. W W W.pioneereng.COm under the laws of the State of Minnesota Reg. No. 45831 Date 10-28 -11 Drawn JLL WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2011 Pioneer Engineering SEQUENCING LEGEND ° `` 4 ` °� % ° ° . 6/ 1. COMPLETE UTILITIES AND STREETS BY JUNE 15TH 2012. ° //g °q° ° ° �� i 2. INSTALL SEWER AND WATER PER PLAN. CUT IN NEW 12" WAIERMAIN. + /���}� Q1T -j� 1 3. REMOVE EXISTING 12" WATERMAIN. FINISH GRADING. ° 8 10 8 BOTTOM = 882.0 VE�LWL=61812ACCFTT . 6 Ai✓ i / // � / , / / / — p6 �T ORAGE-VOL�78�T-- _ ° AREA -OF ANAGgj5 DR ° � 14 Z a 3884 I \ v #- 9 per- �� •/- ' 1 / //� 9 �/� io 5.8/ / E.O.F. / ' 0 — ,896 �O G 9 .2 / �892' //� u Ole a 1 ,. �, ► ., ice' s..•�._,-,;� . , +.00 � •. ,. 1 III- ��. , �, .���o� ir����'..� ������. ' ��, :.:�♦ � , br . • t 7 /// ".• ♦ ♦ III �/ .I�. ..♦'� • ,1 ♦i i� ♦ • � :! ~11 ��/1, /Iii Pop ��i��A ♦��f�� I ♦.ice' ';,r vn ;III.• ♦ rlll ! ���!� �. 75 S0 StC +w 1- V �• ,♦♦p. ♦ o ♦ • � ♦'� ©iii , I' , . ♦♦ ♦♦ ♦♦ ��.,♦ 1 � pA '�. ,sue , ... �i ,��,y� 111111 I��I�II WINN F410 i � ;;. � ,.,.,,�,� . •. ,..,.; ;. .. III ��i . X11 ■..� > .• . I �•.� •e! •. em�u•:: ♦ +, �.��� • 7 • >� :�r�♦ +�♦.. In ♦ uu 15 • �i� • . . ♦ �I� • • i. ��•,i �• 1 • • • • • �. ♦7�}11 ! .r'•♦•+. , I� .a��. •H• •n, • • . / � X11 . •. +'� O. ♦.. +' ♦f•+ . .. t� . O ..o• ♦. ♦ .. +♦ .r � III I b. ..';�•..••. .� Q'��. III �'_,,� • • IM MARINE' 11 II ku PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering i7 SEE SHEET G3 0 TT \ PC�- ��— Q1�i��L -I \� �� , \s� \\ \\ 4 - ,., ,woe 1 \�,` / W J 3O VETVKOL. =Q. 1 \ 1 FT 111 iII\ III / I I '1.6LRA 05 I � I I IIIII II � V EA OF DRAINA E= 8AC I I i iII 3 2 CBMH -133 h I 9X60 \ E.O.. con) \ \I pig �IWL= 0.2133 C \ i i I 0 m / 1119 CBMH -13 3 L 90 -� / 00.3 F. +I / �/ ��� IIII I I III 11311 ° N /I ll I I p 1 \ VE I goo I� J_�\ ` V I I I li it I I I \ 1 / o \ I�1 col '�I X2.5 ro 9 Q °: o� q� I o� 1 �� 0070 \ \ o W / 1 / // � I I I I 111 111 �\ I I\ \II CBMH -13 �-7 112 — — \ w / �� // l IIII 1 ;IIII IIIIIII�11111 1 1 U :C,:) �, \ >� — f I I I I E 9 �_� I I I I MH -130 CB -30 / 99.5 _ X900 =� j�a.2 'ago I I I / E.O,•F. � CB 129 0.8 ° 99.4 / // ^H -125 o ;1X00 J c i I I I I (�oX /�..o• I ✓•� �/ // IU1 ✓// CBMH -3031 lip c I I �CR 31 7 1 DE % /'/ UP N CBMH /1� / o� CBMH 123 / / /' �� %� /F/ 11� / I , — —= 1 �/ 1 �/ v ^4 '00 J� z b 5 /ice /� / ��� %f �t� / �� ��.8 ��/ / UP FE Lo g,r \ 1 \ � -'�� \ �TBB6 /I (/ \ �,� �\/ f AND co I 03 Il /// �' / I i it I I 1 I 1 \ \ �� \ \�\ W � H% 4. - ��7 VE \O� \ \ \ \ , 900 -- I/ / I / �% // - -i' -/ ? = \Ill \ \`��� L/ / //� ` �� �� `� \ \ ���., .E ��{ ���0\ eT8so 94 e I/I I� / l/ ,''/ WATER QUALITY H. t ;O�TEAl81� — 90 / V /'� // - BASIN 100 8941 \�ooy� =88s.- �8 _ _ — / I //I " ,7 / / NWL- a71.00 = \ v I HWL= 873.72 BOTTOM= 861.00 WET VOL.= 2.654ACFT STORAGE VOL.= 1.991ACFT 'U, AREA OF DRAINAGE= 13.746AC AREA NWL= 0.646AC LEGEND EXISTING PROPOSED FUTURE DESCRIPTION SURMOUNTABLE CURB & GUTTER O CONSERVATION AREA SIGN EX. LIGHT POLE O 0 o SANITARY MANHOLE B —STYLE CURB & GUTTER W WETLAND BUFFER SIGN ® EX. PK NAIL ---- > - - - - -> EXISTING SANITARY SEWER RIBBON CURB & GUTTER E EX. CULVERT EX. UTILITY POLE PROPOSED SANITARY SEWER PHASE LINE oh oh EX. OVERHEAD UTILITY LINES = EX. LAWN SPRINKLER VALVE > > FUTURE SANITARY SEWER — — EASEMENT LINE tv tv EX. UNDERGROUND TELEVISION LINE .H EX. LAWN SPRINKLER HEAD HYDRANT 9E2 EXISTING 2' CONTOUR LINE EX. UNDERGROUND TELEPHONE LINE EX. SEMAPHORE AN "a GATE VALVE --- -e00 -- EXISTING 10' CONTOUR LINE —fa -fa EX. UNDERGROUND FIBER OPTIC LINE EX. SERVICE D ► D REDUCER ------------ 9oz PROPOSED 2' CONTOUR LINE e e EX. UNDERGROUND ELECTRIC LINE 0 EX. TELEPHONE BOX - - -- - - - -- EXISTING WATERMAIN PROPOSED 10' CONTOUR LINE 9 e EX. UNDERGROUND GAS LINE Q� EX. TEST HOLE PROPOSED WATERMAIN ouTLET987 POND OUTLET LINE o X X EX. FENCE BARBED WIRE 0 EX. TELEVISION BOX Hw�_9oaz EX. FENCE CHAIN LINK WEB EX. WATER WELL I FUTURE WATERMAIN -- -- POND HIGH WATER LINE # # ( ) f ® N] CATCH BASIN 8X3 PROPOSED SPOT ELEVATION [] [] EX. FENCE (WOOD) EX. MONITORING WELL 0 ® ® BEEHIVE ♦ ♦ ♦ EMERGENCY OVERFLOW O EX. CAST IRON MONUMENT ® EX. MAILBOX O o STORM MANHOLE DELINEATED WETLAND LINE ■ EX. ELECTRIC BOX EX. CONTROL POINT D ® D FLARED END SECTION TEMA FLOODPLAIN BOUNDARY o- EX. FLAG POLE EX. SPIKE Q ® ® CONTROL STURCTURE • • • • • • • • • • • • • • • • • STANDARD EROSION CONTROL • EX. NATURAL GAS METER EX. SIGN ---- > - - - - >� EXISTING STORM SEWER HEAVY —DUTY EROSION CONTROL O EX. HAND HOLE o >— EX. CLEANOUT » » PROPOSED STORM SEWER X X X X X X X X X X TREE FENCE 0 EX. FOUND IRON PIPE A> A> FUTURE STORM SEWER RETAINING WALL EX. JUDICIAL LAND MARK EX. SIGNIFICANT TREE PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering I/ WETLAND BUFFER SETBACK TO WETLAND BUFFER NOTE D N R -10- 213 W 1. CONTRACTOR RESPONSIBLE FOR MAINTANING EROSION MANAGE 2 WETLAND AND SEDIMENT CONTROL MEASURES FOUND ON SHEET G3 20' BUFFER AND CONTAINED IN THE SWPPP FOR THIS PROJECT. 30' SETBACK TO BUFFER OUTLET= 863.50 SETBACKS SHORELAND ZONING RLM ZONING Front: Garage foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Rear =25' Min Area: Lot Area = 15,000 SF Lot Width: Lot Width =90' @ Front Setback Max Impervious Coverage =25% Lowest Opening 1.5' above Emergency Overflow (E.O.F) EX. TREE LINE EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE EX. CONCRETE SURFACE TOP OF SELECT BACKFILL MATERIAL 0000000000000 GRAVEL CONST. ENTRANCE 0000000000000 nnnnnnnnnnnnn Front: Garage foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Rear =25' Lyman Blvd. =41' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =65' @ Front Setback Max Impervious Coverage =35% Lowest Opening 1.5' above Emergency Overflow (E.O.F) 0 25 50 too G]RAP]HIC SCALE IN FEET 212 °p 4a ,4 TRUNK V 9 p "p4 _ —_— _— 924 fo =g24- % -o 7777 7777 �_ - -_ {�O �TE �� - -LaY CB -403 _ x p 4 ° �l�94#38 92 0 / / BOTTOM =882. — / // / / t7` i 0 _ i TORAAcE_VOL��.�4�T— j i / _ _ 894 AREA -OF B�RAINACE�5.6�Atr✓ / / / / op v /A / ° 4 - -� V /_/ / TU# /` // '— � � —�EA -iY� /Z � \ 1 % 2, I CB -314 \ Z, 9 4 ° °• 4 /_ g0� �— _ _ ��ti1 o m 1 \# N ��— `i — = — ��_ —�� — �� __ ; \ JC!", E.O.F. LF — ' — Q \ -"'- .892 _ — — _ — / 1%. O�o � a 1 _ 1 � � 92.7► .2 goo, / / / 0!4 91 rn H �� 904 / / \ / f / EY 908 'g0a < W. i -c \ \ XCB -12 F9s o m 1 \ S = _ 2 T C/ °rnl1 // � /��� -��o 03. / V I / ' 11 // / �V •, � � � /� 0 6 /l Y � � \ / �� E' //I 1 \ C51 I J o UJ 1 _ / FES -324 co �I ��I 7777 0 .0 I I� I I \ 01.9 �1� ��°� ° 9 I o� I / - -_ _ \ I / �-' '_ "WWT — � �� Ex � �D I I CBMH 133 '�? I �6 . / I I I ✓/ � ^ \ \/ J% I� I\ \ \\ \\ \ �� \ \� \_\ \�\\ 1 w 11 01.61' \ -\ i 4 o / °@90.00 —� —�\ �\\�� Ott I /I I � o � II �\ I -I Icy 1 E.O.F. q ° //\ �/ ✓ I ga¢o� 12 \ I / I I CB -306 \ I ✓ f /�/ c, 4/I / j / // I I L I \ / �WET\1(OL.= —1 ` I 1 1 �`� `i 11 III III B / �' I I I I I I T9�RA 05 FT i iI I l I I /I IN�A/GE� = .8AC 1 II II � , 30381 M/ H 9 lk-"L =0.213 C / 13 -322 q, EI .OI .F. I I I 1 / I / �I � � I p + / �/ I ���/ _ \ 1 -� 12 s � ti F �� ' ° a � • / �E ,'� / �/�/ ' / / // / � / / � � � / OV /ES -32 5L 12 0 � -90 a OF o � � I W 0 1 1 � CBMH -304 - / o 12 r� l I I I ,I I III I I I II — � 5 1 — s00—- 99.5 I I III ao / / E.O F• 0.8 / r CBMH -126 o 039.71.P. � / ' / 98. .P. 98.9 00 1j ! I // w J I, / � I MH -125. �� 0 25 50 100 G]RAP]HIC SCALE IN FEET PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 11umlev:rl LEGEND ® CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. a CATCH BASIN INLET PROTECTION TO BE INSTALLED WITH CATCH BASIN GRATE. ....•••.....•• PERIMETER EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING 888888888 HEAVY DUTY EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING 00080000 SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. 131313131313 SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST « « « « « MNDOT CAT 4 WOOD FIBER HV 2S EROSION CONTROL BLANKET 1:+:+:+:+:+ INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ROCK CONSTRUCTION ENTRANCE INSATLL BEFORE START OF GRADING STRAW BIO ROLLS INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ROCK BERM INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ® TEMPORARY SEDIMENTATION BASIN W /OUTLET DO NOT DISTURB AREAS - - - - - >- TEMPORARY DRAINAGE SWALE TEMPORARY POND OUTLET PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering 1111 \ \ \ \ \ \\ \ > > J V •, ,� � `�'',�� � ;A ''*� fir/ l2i lk.-� all 1 IN -= •.k7, Ord ' X11 i Z c • •5\` O • �� 00 ,a ``�•'i• IIII //I 1. •I �1 17 •.� N IN �� ✓ems �R •..� V�;,�.�`� � '', `III. ^ Ili .,� r„ � � � o • " t �. ®�. �' is .: %�� � , c � I 1► �9 / 15 1c�)\� o lA �N � \ ✓ � / � � -� � � � � � �, / � I 119/ 0 \ I 1 1 GFI ELD 0 50 t00 200 GRAPHIC SCALE IN FEET SHEET G4 (EC 1) 110211- PH2- EC.DWG \ \ \ \ \ \\ — I IN-1 i.'�\_. '► iii 1 • • t1 �", �► % W�WTEX g OW :. ��` �. �•�,`�`� \� "' \•.- �`�'`� !C ±Ali ^�� �1 ,, �• s� �� ,�•�� \s����dtl� -ii m, avaas•��� �/ mm.-I Elklmm— *-w I Qd=a 0106*1114 WIN, is tMI NSN.Mp' • 0 PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering M s i GFI ELD 0 50 100 200 GRAPHIC SCALE IN FEET SHEET G5 (SEED 1) 110211- PH2- EC.DWG 5 FT. MIN LENGTH POST GEOTEXTILE FABRIC) 5 Fr. MIN. LENGTH POST AT 6 FT MAX. SPACING GEOTEXTILE FABRIC AT 6 Fi. MAX. SPACING PLASnc ZIP E) GEpTEXTILE FABRIC wmE pLgsTIC ZIP TE6� 36' PoDE �ABreIC (Sa LB. (ENSILE) I �36 (,5a LB. -ENSILE) ANCHDRAGE rMENCH.BACKFILL LOCATED IN TOP 6•' STAPLES LOCATED IN Tas e" "U" TAMPED DIRECTION OF TIRE COMPACTOR ZONE NAFRTiEI DEPENIDIIAG NANRAL Net WATTLE WITH 36" LONG NOTE FLGW' B MIN. FLOW FLOW FLOW IN FEET X 100) till WITH 6 ", 11 GAUGE METAL SLOPE GRADIENT DOWNSTREAM STAPLES AT 4'INTERVALS ENTIRE WATTLE LENGTH SIDE OF FABRIC AT 2' DvER -LAP AT PROPERTY LINE I INTERVALS Ew A TYPE 9 MULCH - to 6 "MIN. SATURDAY w . ,ER an. MACHINE SLICE D 1D N Or GEOTEXTILE FABRIC 8' - 12" DEPTH �_1% MAINTENANCE OR DELIVERIES PAY GRADIENT SILT FENCE, HEAVY DUTY 1 2 SILT FENCE, MACHINE SLICED02 OF THESE HOURS. 5 FT. MIN. LENGTH POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36' WIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL 0 z FLOW IL w ♦e zo io? SILT FENCE TO BE PLACED B ON CONTOUR SEE SLOPE /GRADE MIN. AND LENGTH CRITERIA BELOW mw SILT FENCE, PREASSEMBLED 1 2 VARIA6LE SLOPE SLOPE GRADE MAX LENGTH LESS THAN 2. 100 FEET 2 - 5 By 75 FEET 5 -10% 50 FEET NOTES: 1D - 2D % 25 FEET S LT FENCE PER MNBOT SPECS, SOURCE 2DO5 GREATER THAN 20% 15 FEET SEE SPECS 2573 PC 3886. LOCATION OF SILT FENCE 0 To Protect Area From Sheet Flow FOR SEDIMENT CONTROL 2O Maximum Contributing Area: 1 Acre VA 5ADESIRAa E LE SLOPE SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL fff OF I SILT CNANNASSEN FENCE REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.: 5300 FILE NAME: G: \ENG \SPECS \530D I. ROCK WEEPER GEOTEXTILE FABRIC) CHIMEN STAPLE DOWNSTREAM ANCHORED 6-12" MNDOT TYPE 9 MULCH u INTERVALS DIRECTION OF CO' WASHED ROCK) SURFACE FLOW ROCK) STAPLES AT 4'INTERVALs _V at." y aoo LOT 2 DIRECTION OF LEGEND NAFRTiEI DEPENIDIIAG SURFACE FLOW WATTLE WITH 36" LONG NOTE TYPE IV GEOTEXTILE FABRIC ii,�r POSTS DRIVEN Ills /STAPLE ANCHORED IN 6" X 6" TRENCH IN FEET X 100) DEGREE ANGLE WITH 6 ", 11 GAUGE METAL SLOPE GRADIENT DOWNSTREAM STAPLES AT 4'INTERVALS ENTIRE WATTLE LENGTH SIDE OF FABRIC AT 2' DvER -LAP AT PROPERTY LINE I INTERVALS BRACT TYPE 9 MULCH (1 D" WASHED ROCK) L BID WEEPER GEOTEXTILE FABRIC) CHIMEN STAPLE DOWNSTREAM ANCHORED 6 -12 SIDE OF FABRIC AT 2' MNDOT TYPE u INTERVALS DIRECTION OF 1� ox'aow couolii.AD SURFACE FLOW ROCK) TYPE IV GEOTEXTILE FABRIC) CHIMEN GO ANCHORED IN 6" X 6" TRENCH MNDOT TYPE 9 MULCH WITH 6', 11 GAUGE METAL U g" WASHED /6" ROCK) STAPLES AT 4'INTERVALs _V at." y aoo LOT 2 CURB LEGEND HIGH -FLOW FABRIC TO 8" DIAM. WATTLE WITH 36" LONG NOTE I. SECTION A POSTS DRIVEN 24" INTO GROUND AT 30 SPACING-(HEIGHT IN FEET X 100) DEGREE ANGLE ALONGSIDE THE WATTLE SLOPE GRADIENT W =10' MIN, 25' MAX 4' O.C. ALONG ENTIRE WATTLE LENGTH I'll l'OS 111DN70LD WEEPER DITCH CHECK bW DITCH CHECK WITH WATTLE REVISED 1- 2 -10 ENGINEERING DEPARTMENT PLATE ND.' FILE NAME C: \ENG \SPECS \5302H 5302H PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering C RCP/ Pb_ 1 " -2" CLEAN CRUSHED ROCK OF F 'N 6 "MIN.DEPTH FOR ROCK F 10"MIN.DEPTH FOR WD DCHIPS R�0Q kO CH/ OAT S SOS MtJtM�M 18" MINIMUM CUT OFF BERM 10 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CFF[OF ROCK CHIMEN I CONSTRUCTION OFECIFINATIONG CUP ITANIALES DESIGN LOADS A ENTRANCE REVISED: 1 -1D ENGINEERING FILE NAME'.G: \ENG \SPECS \5301 DEPARTMENT PLATE No: 5301 I. PLAN VIEW r 2" TO 3" WASHED ROCK HWiA: PLAN FOR INDIVIDUAL LOTS OFECIFINATIONG CUP ITANIALES DESIGN LOADS A \ A B DRAINAGE WAY N — _ _V at." y aoo LOT 2 CURB LEGEND HIGH -FLOW FABRIC L = 2W 5' MIN. LOT 3 I. SECTION A NOTE: iocE00T °nER la. aEAOaESTr RROOOO I'EIiIMETER 0 =3' MIN, 5' MAX DIRECTION OF arvE W =10' MIN, 25' MAX SURFACE FLOW �aPrlCncrvcc W(FT.)= 10 X DRAINAGE DvER -LAP AT PROPERTY LINE I AREA (AC.) 7AM -6PM 1.15 ' 5' MIN. SATURDAY 2 . ,ER an. D 1D The 'A ea n lard ewndnlr wl GEOTEXTILE FABRIC CURB &GUTTER �_1% MAINTENANCE OR DELIVERIES MIN. REVERSE GRADIENT 111. TRAP OUTLET ALLOWED ON SITE OUTSIDE NOTES: W OF THESE HOURS. Z' TRAP USED FOR 2.5 ACRES CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952- 227 -1160 DRAINAGE AREA OR LESS. NOTES: DESIGN VOLUME IS A 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. MINIMUM OF 1800 CUBIC 1 3. SIGN SHALL HAVE WHITE BACKGROUND WITH FEET PER ACRE OF BLACK LETTERING. CONTRIBUTING DRAINAGE W STRAW MULCH AREA CFf[OF PERIMETER DEVELOPMENT TEMPORARY SEDIMENT TRAP CUMEN 2.5 ACRES OR LESS REVISER 2 -10 ENGINEERING DEPARTMENT PLATE NO.. 53021 FILE NAME: G. \ENGPESPESS\5302A a FILE NAME. G: \ENG \SPECS \5313 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS Par �CFRRl e2e - awr�uxc xmnxc �ns:cr uD1.1-94 .n µlRDraw wo CHAODUGH TYPE FF FILTER] saa crc a Is IT. CARE EF1 UP MODEL #CC23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER /D OVERFLOW 2 - TOP OF CURB BOX 1� 0" FILTER ASSEMBLY \ -CURB CG -23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEB1rRII�SS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CFFIOF CATCH BASIN CNANNASSEN SEDIMENT TRAP REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE NO.. 5302A FILE NAME: G: ENG SPECS 5302A OF O\ ?AGAR O� WAPA� Where the flow of water Is sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stlps parallel to the direction of OVERLAPPING SOD water flow. NOTE. Although pegging on sod Is not specifically required It is understood that the contractor will be responsible for the successful establishment of the sad Including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. CFFYOF SOD CWNASSEN PLACEMENT REVISED: 1 -10 ENGINEERING DEPARTMENT PLATE No.. FILE NAME: G: \ENG \SPECS \5303 5303 STREET `ENTRANCE STORM RENER INLET W.CO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope -into property. • Perimeter controls can Include mulch sacks, mulch berms and /or silt fence. EROSION CONTROL * Topsoil-site has a of 4 -6 inches of topsoil. " Construction entrap e-1 to 2" clean crushed rack at a depth of 6 Inches. ^ House Roof Perimeter -Straw mulch of 2 Inches deep around house directly below roof line. If house hog rain gutters, downpoutg need energy dissipation. " Slopes - Steeper than 4:1 with positive grade to surface waters of the state need fiber blankets and temporary or permanent seeding, * Swales -Need blankets over final 200'. * Swales -Need check dams if slope is 4:1 or greater. MY OF EROSION CONTROL FOR CNANHASSEN INDIVIDUAL LOTS (TYP.) REVISED 2 -10 ENGINEERING DEPARTMENT r777 No_ 53028 FILE NAME G'. \ENG \SPECS\Saaze 8 SAMPLE EROSION CONTROL 2 HWiA: PLAN FOR INDIVIDUAL LOTS OFECIFINATIONG CUP ITANIALES DESIGN LOADS PROJECT NAME \ MAINTAIN A 16 FOOT BUFFER BET WE EDGE OF WATER AND ORTIRBEO Sa LOT 1 SURFACE WATER aR WATERWAY OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX _V at." y aoo LOT 2 CURB LEGEND HIGH -FLOW FABRIC DEVELOPER- NAME � LOT 3 } ROAD DRAIN iocE00T °nER la. aEAOaESTr RROOOO I'EIiIMETER CONTACT- NAME CFTREmvECF arvE OPTION 1 - CRESCENT SILT FENCE I I �aPrlCncrvcc 6' DvER -LAP AT PROPERTY LINE I GPpP 7AM -6PM Ervo SATURDAY . ,ER an. 9AM -5PM The 'A ea n lard ewndnlr wl ABSOLUTELYIII. NO CONSTRUCTION ACTIVITY, CURB &GUTTER MAINTENANCE OR DELIVERIES be Rund1, She droving. ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952- 227 -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. OFF EDGE 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. STRAW MULCH PERIMETER DEVELOPMENT CNAN�ISSEN INFO SIGN REVISED:l -10 PLATE ND.: ENGINEERING DEPARTMENT a FILE NAME. G: \ENG \SPECS \5313 SURFACE WATER RATER FLOW OvER LAP ELT PErvcE �cuae e GUTTER STREET `ENTRANCE STORM RENER INLET W.CO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope -into property. • Perimeter controls can Include mulch sacks, mulch berms and /or silt fence. EROSION CONTROL * Topsoil-site has a of 4 -6 inches of topsoil. " Construction entrap e-1 to 2" clean crushed rack at a depth of 6 Inches. ^ House Roof Perimeter -Straw mulch of 2 Inches deep around house directly below roof line. If house hog rain gutters, downpoutg need energy dissipation. " Slopes - Steeper than 4:1 with positive grade to surface waters of the state need fiber blankets and temporary or permanent seeding, * Swales -Need blankets over final 200'. * Swales -Need check dams if slope is 4:1 or greater. MY OF EROSION CONTROL FOR CNANHASSEN INDIVIDUAL LOTS (TYP.) REVISED 2 -10 ENGINEERING DEPARTMENT r777 No_ 53028 FILE NAME G'. \ENG \SPECS\Saaze 8 as xI °,L :woP¢ MHd:ST `8S ID m 2 HWiA: LOT 3 OFECIFINATIONG CUP ITANIALES DESIGN LOADS PROJECT NAME \ R OAD DR AN PUSHING POP LICABILTY �:Gml 67 STOCK DRAINAGE SWALE PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX RESIDENTIAL SUBDIVISION CURB LEGEND HIGH -FLOW FABRIC DEVELOPER- NAME � PHONE NUMBER ROAD DRAIN RROOOO I'EIiIMETER CONTACT- NAME CFTREmvECF GF' CHAD AND GUTTER MODEL PHONE NUMBER m a 6' �> PERMITTED CONSTRUCTION HOURS- MON. -FRI. GPpP 7AM -6PM DRIVE SATURDAY . ,ER an. 9AM -5PM ABSOLUTELYIII. NO CONSTRUCTION ACTIVITY, CURB &GUTTER MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952- 227 -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. Clll OF DEVELOPMENT CNAN�ISSEN INFO SIGN REVISED:l -10 PLATE ND.: ENGINEERING DEPARTMENT 5 31 3 FILE NAME. G: \ENG \SPECS \5313 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 as xI °,L :woP¢ MHd:ST `8S ID m 2 HWiA: LOT 3 OFECIFINATIONG CUP ITANIALES DESIGN LOADS \ \ R OAD DR AN PUSHING POP LICABILTY �:Gml 67 STOCK DRAINAGE SWALE DEFLECTOR PLATE OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX 10" FILTER ASSEMBLY CURB LEGEND HIGH -FLOW FABRIC MIRAFIFF101 � M ROAD DRAIN RROOOO I'EIiIMETER HOUSE CFTREmvECF GF' CHAD AND GUTTER MODEL ,NA'd I U, d"', SILT PENCE m a CG 1161 �> GPpP DRIVE . ,ER an. CURB &GUTTER STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL " Perimeter sediment controls are necessary at downsloping property and street edges, Note that sediment controls need to provide containment by turning perimeter controls upslope -into property. " Perimeter controls can Include mulch socks, mulch berms and /or silk fence. EROSION CONTROL • Topsoil -Site has a minimum of 4 -6 Inches of topsoil. • Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below the roof line. If house has rain gutters, downspouts need energy dissipation. • Slopes - Steeper than 4.1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales -Need blankets over the final 200', " Swales -Need cback dams if slope o 4:1 or greater. CFFYOO F EROSION CONTROL FOR Cfff INDIVIDUAL LOT WITH CNANNASSEN SWALE DRAINAGE REVISED. z -t0 ENGINEERING DEPARTMENT PLATE NO.: 5302D FILE NAME. c: \ENG \SPECS \53D2D Galvanized J bolt W/ wing nut 21.804 DIA. 11.000 T o h sil N. 225 ICK "IWus"i 11 o m m o a O o o m o ® 0 0 INS 0 m 0 O 0 0 0 o m o 0 0 0 0 m 0 ® 1 0 0 0 o m a o 0 0 0 0 25.306 DIA. 25.681 DIA. 26.806 DIA. TAB O.D. 27' INFRASAFE SEDIMENT CONTROL BARRIER —DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL Silt Fabric Sleeve per Mni special provision 3886 WATTLE BI DROLL WEIR ROCK & FABRIC WEIR TRASH GUARD BOTTOM BOTTOM \ OF FES OF FES 6" OR 12" "'POLL 6 " -12" OF 1Y2" TO 2" — SECURED INSIDE FES WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES CFITOF FLARED END SEDIMENT TRAP CNIMSEN I ROCK WEIR /WATTLE ROLL REVISED, 2 -10 PLATE No.: FILE NAME. G: \ENG \SPECS \53D2A ENGINEERING DEPARTMENT 5302E SHEET G6 (GR DTLS 1) 110211- PH2 -GR- DTLS.DWG as xI °,L :woP¢ MHd:ST `8S ID m 0FR 05/31/05 HWiA: 6,609,852 OFECIFINATIONG CUP ITANIALES DESIGN LOADS 194 SAFETY FACTOR NO RUN - C 29 CFO 1926 COSTm WEEPTETDR000H TYPE PC aam o oar @C.e ®d Ma�Ra�RATE nmarW:ne ®d R OAD DR AN PUSHING POP LICABILTY �:Gml 67 STOCK as �rnrmx: DEFLECTOR PLATE OVERFLOW 1O- CENTER OF FILTER ASSEMBLY OVERFLOW 2O- TOP OF CURB BOX 10" FILTER ASSEMBLY CURB CG 3067 HIGH -FLOW FABRIC MIRAFIFF101 � M ROAD DRAIN INLET PROTECTION CFTREmvECF ••.- - _. - '_ •�. CHAD AND GUTTER MODEL xmnra m a CG 1161 �> SHEET G6 (GR DTLS 1) 110211- PH2 -GR- DTLS.DWG q 2' 65' 0.5" TOPSOIL rVARIES 3.0' GRADING GRADE PROPOSED FINISHED GRADE EXISTING GRADE SELECT BACKFILL) LIMIT OF SUBGRADE EXCAVATION MATERIAL "vll!II SELECT BACKFILL IL I�-'' MATERIAL ,�' I'DEFK\P COMPACTED BACKFILL RCAF uN5 M cRF a_, NON- SELECT BACKFILL MATERIAL NON- SELECT MAX. 9� BACKFILL MATERIAL COMPACTED BACKFILL 3,0' MAX to. o' COMPACTED BACKFILL 't�"�7' '�° 1r MIN. MIN. BOTTOM OF UNSTAB E MATERtoo' IAL SUBGRADE CORRECTION DETAIL NO SCALE 75' SINGLE FAMILY LOTS HOLD DOWN AND SET BACKS FUTURE 65' SINGLE FAMILY LOTS HOLD DOWN AND SET BACKS PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering DRAINAGE & UTILIT' EASEMENT LOWEST OPENING ELEVATION LOWEST FLOOR ELEVATION GROUND ELEVATION @ BUILDING RECOMMENDED GARAGE SIDE FINISHED ELEVATION @ LOT CORNER w z 7 0 -1 LOT PROFILE STREET PROFILE 25' 25' 35' w, SETBACK z' (MIN.) o'I LO o- 10' 4 29.0 0' I. 28.0 TYPICAL POND SECTION III O 4 1 BLOCK NO. 7 1 "31.0 0:1 10:1 TYPES R NWL 7E'R 3 LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT 10' P' WO RAMBLER WALKOUT LO SLO SIDE LOOKOUT BOTTOM MNDOT CATAGORY 2 SIDE WALKOUT G 937.0 EROSION CONTROL BLANKET VARIES ON DITCH SLOPES & BERM q 2' 65' 0.5" TOPSOIL rVARIES 3.0' GRADING GRADE PROPOSED FINISHED GRADE EXISTING GRADE SELECT BACKFILL) LIMIT OF SUBGRADE EXCAVATION MATERIAL "vll!II SELECT BACKFILL IL I�-'' MATERIAL ,�' I'DEFK\P COMPACTED BACKFILL RCAF uN5 M cRF a_, NON- SELECT BACKFILL MATERIAL NON- SELECT MAX. 9� BACKFILL MATERIAL COMPACTED BACKFILL 3,0' MAX to. o' COMPACTED BACKFILL 't�"�7' '�° 1r MIN. MIN. BOTTOM OF UNSTAB E MATERtoo' IAL SUBGRADE CORRECTION DETAIL NO SCALE 75' SINGLE FAMILY LOTS HOLD DOWN AND SET BACKS FUTURE 65' SINGLE FAMILY LOTS HOLD DOWN AND SET BACKS PI2NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2011 Pioneer Engineering DRAINAGE & UTILIT' EASEMENT LOWEST OPENING ELEVATION LOWEST FLOOR ELEVATION GROUND ELEVATION @ BUILDING RECOMMENDED GARAGE SIDE FINISHED ELEVATION @ LOT CORNER w z 7 0 -1 LOT PROFILE STREET PROFILE 25' 25' 35' w, SETBACK z' (MIN.) o'I LO o- 10' 4 29.0 - 28.0 III O BLOCK NO. 7 LOT NO. "31.0 HOUSE TYPES R RAMBLER OR SPLIT ENTRY F =928.0 LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO RAMBLER WALKOUT LO SLO SIDE LOOKOUT SWO SIDE WALKOUT G 937.0 L CE STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) w z 7 0 J x rr w z 7 0 -1 ��5' 5' R ON E 0. � LOT BENCHING DETAIL NO SCALE FINISHED GRADE GRADING GRADE co 0.5' TOPSOIL LV I L FRE- SPREAD X2.67' HOLD BASEMENT FLOOR DOWN LOOKOUT (TYPICAL SECTION NOT TO SCALE) FE W SETBACK R zI (MIN.) J FINISHED GRADE o' LO GRADING GRADE L 10' 5' O 10' 0.5' TOPSOIL �RE- SPREAD X2.5' HOLD BASEMENT FLOOR-/ DOWN LOOKOUT (TYPICAL SECTION NOT TO SCALE) wl SETBACK z'I (MIN.) 0 1n 10' o PHASE SEQUENCE 1. THE SIZE OF EACH FILL OPERATION WALL BE DETERMINED BY THE QUANTITY OF SOIL IMPORT. 2. EACH PHASE WALL 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 STABILIZE IN BERM FOR FUTURE SPREADING. 5. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF /ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50X FULL 6. ALL SOIL WILL BE TESTED FOR SUITABILITY FOR FILL PER THE BORROW PIT RECLAMATION PROTOCOL PRIOR TO BEING BROUGHT ONSITE. 7. ALL SOILS WILL BE COMPACTED PER THE BORROW PIT RECLAMATION PROTOCOL. 8. 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 GENERAL NOTES 1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. 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 WHENEVER 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 SITE 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. DURING 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 CLIMATIC EVENTS AND TO 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. 6. 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 TO HELP FILTER RUNOFF. 8. 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 & 387,; 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, INSTALLED TO MINIMUM 9OX COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 1D -10 -20 O 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: • MNDOT MIXTURE 240 AT 75 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90X COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 X COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22 -5 -10 BOXW.I.N O 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND /OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED 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 SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 25' 25' 35' t0 R z, SETBACK FINISHED GRADE ::F (MIN.) GRADING GRADE �I R �I WO 10' o 0 10' 0.5' TOPSOIL RE- SPREAD - - - - -- c' X3.0" HOLD BASEMENT FLOOR-/ DOWN RAMBLER (TYPICAL SECTION NOT TO SCALE) 25' w SETBACK zI (MIN.) °I 0' o BASEMENT FLOOR 50' I 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, SILT 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 (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, 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 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 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 SNAKES, OR OTHER APPROVED METHODS AND /OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT 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. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING 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 BMP'S 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 WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND 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.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. SOLID 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. 0 10' 00 ° 0.5' TOPSOIL' �RE- SPREAD L-2.5' HOLD b BASEMENT FLOOR-/ DOWN WALKOUT (TYPICAL SECTION NOT TO SCALE) wl SETBACK FE FINISHED GRADE z (MIN.) GRADING GRADE �I °I `n 0' ° 0 10' 0.5' TOPSOIL �RE- SPREAD 3.0" HOLD DOWN RAMBLER WO Ild 10' o F0.5' TOPSOIL RE- SPREAD X2.00' HOLD b BASEMENT FLOOR-/ DOWN WALKOUT (TYPICAL SECTION NOT TO SCALE SETBACKS 85' Wide Single Family Lots Front: Garage foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Rear--25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =85' Max Building Coverage =35% 25% in Shoreland Overlay 65' Wide Single Family Lots Front: Garage foundation to R -O -W =25 House foundation to R -O -W =25 Side =5'- Garage 10'- Building Rear--25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =65' Max Building Coverage =35% 25% in Shoreland Overlay EET G7 (GR DTL 2) 110211 -PH2 GR-DTL .DWG