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CAS-13_2016-13 FINAL PLAT FILE 2 OF 3NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE 8618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING 60 24"X36w R -3067-V 71 48" DIA R-4342 61 48" DIA R -3067-V 72 48' DIA R-1642 62 48" DIA R -3067-V 63 48" DIA R -3067-V NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. 0 25 50 100 SCALE IN FEET we] 'Y �61 0 17- Uj > M r r..... .. 0 > IL �C) z ;D 0 ZO L 0) 0>0 0 N PC 0) GONYEA 7 HOMES & REMODELINGS -T -T - 7 11 - 1000 BOONE AVE N, SUITE 400 INV GOLDEN VALLEY, IVIN 55427 -IM -. ..... W OFFICE: 763-432-4500 or FAX: 763-432-4501 -11-4+01: R=,300 00 -j �f97-25- ROAD A L=18'34'21 •j- 41. 0) IQ '5 __j C-4 J 4 • F_ *00! _j L_ I - - - - - - ALLIANT 00,,� - Rz�3oo 00 E N G I N E E R I N G in. I if _j 0+ 00 44, 41 -17- -,Ask 3� 0 - ----- Q 23 kD > 1;9 1 1 1 1 - 3 Park Ave S, Ste 300 < 0 Minneapolis, IVIN 55415 00 7L + 612.758.3080 MAIN %, 0 p 612,758.3099 FAX M a- 0 www.alliant-inc.com C >\ >Q� y S \// 01 1 00 \ \ h e %A 4.� 4 5 - PT STA: 20+,,07.00 PT ELEV: 8q7.52 11 STA: 20+72 V1 ELEV: 897.85 LVC: 130.00 1 Orn (M cl� C) C) C:> C) 0 00 CD C. CO C) U_j C� O� (D to C5 C5 ai c1si u7i Lci CT) UD C4 CD C) (D L0 C) 0 C) 0, co + M MO 0 + 0) + + + + 940 940 C) . ...... .... ......... ... _______ - - - - - - ------ - ---------- - ----- - - ------- .......... - - ------------ - -------------- -- --- --- ---- Ld Cli G C) U >------- - - - ------- --- V) > > L) Lu co > V > bi > Ld > > > In CBMH W cc > Uj co > C i SIA. ICBMH 21B OF F: 1930 930 - - ----- ----------- - -- ----------------- -- -- ------- -- ------- _____STA:_9+6_6_89_ -- - ------------ ---- ------ ------ -- .......... OFF: -1 5.50L HIM: 917.78-'\ INV Ir IN 10.85 (SE) INS/ 0 r 4.037 le CD i 1//920 ---- ------ - - - .... . ..... -- ----- - 920 - ---- ---- . . .............. _1 ......... ...... . . . ...... ............... I - --- - - ---------------- --- - ------- - ----- -- ------------- ------ ---- - ---------- C) +/ FINISHED GRADE IND 0 > 910 V) Li ..... 6.2 . ......... --1. B 61 94j STA: 15+8 .37 4- --of _j_Z RIM: 89.27 RIM: 895.32-\ STA: 16+90.00 OFF: -15 50L ;�00. OFF: -15.50E 39.1' of 15", RCP V IN: 891.2 (S) CL -5 0 0.50% I INV IN: 891.48 (W) IN OUT: 891.25 (W) goo 900 - - - - ------- . . ....... ......... . ---------- -------- ---- - ------- ---- -- ---------- - - - - - - - --------- - ----------- ------ ........ .. - ------- - - I ii I. - - ------_----- - FINISHED GRADE f jr _MH 79 EXIS NG GROUNDi 890 890 . ...... ... 7 7 5T N-14 07-.73-- - - ----- INISHED- GRA, E - FSS 70 - . . . ... ... . . ... ........ .............. ........ . ....... ....... . - ------- ------- -- -------------------- _------ OFF: 0.00 1 STA: 0+50.27 MH 72 II r-- - CBM 63 RIM: 895 00 I.Fr: 0.00! 0 G INV IN: I (W) -0 CBM CEI J1 OUT: UT:892.00 (N STk 1+42.81 SANITARY INV IN: $91.80 (S) OFF - STORM IM: 898.27 FORCEMAIN INV OUT:*884.50 (E) EXIST]ING GROUND CROSS - - -------- - -- - - ----------- - - - _-------- 88U 1600 880 CROSS RIM i3 --------- . ...... INV OUT:888.00 E) of 15" RCS' . ....... . . FINISHED GRADE . . . ... .. .... - ------ 0. NV OUT: 891.14 (SW) -STORM FINISHED GRADE CL -5 0 0.50% EXISTING GR ND CROSS C8 62 11 OVJN, ROUND I C EXISTING G BMIH 60 FES 64 STAI 16+90.00 FES 73 F111 ISHED GRADE STA: 0+83.49 1 04 870 STA:O+ !------ ------ --- OFF0 5.5OR - ---------- .......... . ...... . 8_0 ---- --- i � C3 OFF: 0.00 895.32 INV IN: 891.00 (NE) HDPE @ 0.50% 04 o i 31.( of 12' RCP 31.0' of 21" RCP_ RIM: 886.27 AT CROSS + INV OUT: 891:62 (E) + CL -5 @ 0-44-7- CL --15 @ 0.35% 42.5' of 21" RCP I i W C14 0 ------- :; 7 iINV IN: 884.00 (W) @ O'�35% CROSS I EXISTING GROUN I SAN SAN CROSS CL -4 97.7' of 15" RCP 04 & 1N`--WAT CR SS OSS SAN R WAT CROSS CL�'5 @ 0.50% V) 0 860 86 LO 0 CY) 't (o 0) (o (D ID (o (o K) Pq (0 co N -It �o n It to N LO 00 0 co G) (0 0 (o -It N 0) 0) 0� 700 rn tn . LC) .0 Co It. 6 6 6 C'4 r -i 01 M 4 "i 0 1 C'4 0; K) 06 0 0) co 6 Co (6 Co I CA 4 �D r-, 00 'Ki 1_� 0 rl- W Lo L0 c -F) o6 (N C-4 C*4 L6 u� c6 0) 0) CY) co 00 0) 0) 0 0 - 0 - I - I N N CA 04 0 1) 0) 0 0) CF) CY) 0) 0) 0) an a) 0) 0) Cy) 0) 0) - 0 0) 01 C) 0) 0) 0) 0 00 0) 00 00 00 00 co 00 00 00 00 00 00 co 00 00 00 00 00 00 00 00 0) CT) CY) CY) 0) (j) 0) 0) G) CY) 10� 0) CY) 0) CY) 0) 01) 1 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 TEAM DATA MPR U) ELL L ---------1 L -------J J LU --4 25 of 47 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WL LL 0 M CL 0 Z ROAD A Z 15 (L cc LU LOW !PT STA: 16+90.00 I IGH T STA: 11+50.31 LOW PT STA: 19+15.00 LO� PT E:LEV: 8*96 < F_ > _J HIGH PT ELEV- 923194 LOW PT ELEVI 917. 51 M Cn M Pyl STA: 16+25.00 ELEV: 895.61� co LIJ z PV STA: 11+80.0 ELEV: 926.761 U) PVI STA: 9+160 00 PVI ELEV:9,[i7.'6O 950 .... . ...... ..... ---------------- 1 - - - ------ --- ---- --------------- - -------- ------- .... .... ---- 0 i__ < - - - - - ----- -------- --------------- - - -- -_-_----- ------- - - - ------ Lj K: 20.00 a. F_ cj:� CD Cn < -J LU K: 20.001 0 : K 28.47 i < z LU 0 LVC: 150.00 1 LL jLVC: 220.62 I hereby LVC: 90.00 that this plan, specification, Orn (M cl� C) C) C:> C) 0 00 CD C. CO C) U_j C� O� (D to C5 C5 ai c1si u7i Lci CT) UD C4 CD C) (D L0 C) 0 C) 0, co + M MO 0 + 0) + + + + 940 940 C) . ...... .... ......... ... _______ - - - - - - ------ - ---------- - ----- - - ------- .......... - - ------------ - -------------- -- --- --- ---- Ld Cli G C) U >------- - - - ------- --- V) > > L) Lu co > V > bi > Ld > > > In CBMH W cc > Uj co > C i SIA. ICBMH 21B OF F: 1930 930 - - ----- ----------- - -- ----------------- -- -- ------- -- ------- _____STA:_9+6_6_89_ -- - ------------ ---- ------ ------ -- .......... OFF: -1 5.50L HIM: 917.78-'\ INV Ir IN 10.85 (SE) INS/ 0 r 4.037 le CD i 1//920 ---- ------ - - - .... . ..... -- ----- - 920 - ---- ---- . . .............. _1 ......... ...... . . . ...... ............... I - --- - - ---------------- --- - ------- - ----- -- ------------- ------ ---- - ---------- C) +/ FINISHED GRADE IND 0 > 910 V) Li ..... 6.2 . ......... --1. B 61 94j STA: 15+8 .37 4- --of _j_Z RIM: 89.27 RIM: 895.32-\ STA: 16+90.00 OFF: -15 50L ;�00. OFF: -15.50E 39.1' of 15", RCP V IN: 891.2 (S) CL -5 0 0.50% I INV IN: 891.48 (W) IN OUT: 891.25 (W) goo 900 - - - - ------- . . ....... ......... . ---------- -------- ---- - ------- ---- -- ---------- - - - - - - - --------- - ----------- ------ ........ .. - ------- - - I ii I. - - ------_----- - FINISHED GRADE f jr _MH 79 EXIS NG GROUNDi 890 890 . ...... ... 7 7 5T N-14 07-.73-- - - ----- INISHED- GRA, E - FSS 70 - . . . ... ... . . ... ........ .............. ........ . ....... ....... . - ------- ------- -- -------------------- _------ OFF: 0.00 1 STA: 0+50.27 MH 72 II r-- - CBM 63 RIM: 895 00 I.Fr: 0.00! 0 G INV IN: I (W) -0 CBM CEI J1 OUT: UT:892.00 (N STk 1+42.81 SANITARY INV IN: $91.80 (S) OFF - STORM IM: 898.27 FORCEMAIN INV OUT:*884.50 (E) EXIST]ING GROUND CROSS - - -------- - -- - - ----------- - - - _-------- 88U 1600 880 CROSS RIM i3 --------- . ...... INV OUT:888.00 E) of 15" RCS' . ....... . . FINISHED GRADE . . . ... .. .... - ------ 0. NV OUT: 891.14 (SW) -STORM FINISHED GRADE CL -5 0 0.50% EXISTING GR ND CROSS C8 62 11 OVJN, ROUND I C EXISTING G BMIH 60 FES 64 STAI 16+90.00 FES 73 F111 ISHED GRADE STA: 0+83.49 1 04 870 STA:O+ !------ ------ --- OFF0 5.5OR - ---------- .......... . ...... . 8_0 ---- --- i � C3 OFF: 0.00 895.32 INV IN: 891.00 (NE) HDPE @ 0.50% 04 o i 31.( of 12' RCP 31.0' of 21" RCP_ RIM: 886.27 AT CROSS + INV OUT: 891:62 (E) + CL -5 @ 0-44-7- CL --15 @ 0.35% 42.5' of 21" RCP I i W C14 0 ------- :; 7 iINV IN: 884.00 (W) @ O'�35% CROSS I EXISTING GROUN I SAN SAN CROSS CL -4 97.7' of 15" RCP 04 & 1N`--WAT CR SS OSS SAN R WAT CROSS CL�'5 @ 0.50% V) 0 860 86 LO 0 CY) 't (o 0) (o (D ID (o (o K) Pq (0 co N -It �o n It to N LO 00 0 co G) (0 0 (o -It N 0) 0) 0� 700 rn tn . LC) .0 Co It. 6 6 6 C'4 r -i 01 M 4 "i 0 1 C'4 0; K) 06 0 0) co 6 Co (6 Co I CA 4 �D r-, 00 'Ki 1_� 0 rl- W Lo L0 c -F) o6 (N C-4 C*4 L6 u� c6 0) 0) CY) co 00 0) 0) 0 0 - 0 - I - I N N CA 04 0 1) 0) 0 0) CF) CY) 0) 0) 0) an a) 0) 0) Cy) 0) 0) - 0 0) 01 C) 0) 0) 0) 0 00 0) 00 00 00 00 co 00 00 00 00 00 00 co 00 00 00 00 00 00 00 00 0) CT) CY) CY) 0) (j) 0) 0) G) CY) 10� 0) CY) 0) CY) 0) 01) 1 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR U) ELL PROJECT NO: 215-0119 LU SHEET 25 of 47 .j LL 0 cc CL 0 Z Z 15 (L cc LU J < LLJ < F_ > _J t -- C) M Cn M 0 co LIJ z 71 U) < i 0- z 0 i__ < LLJ j 0 Lj C/') a. F_ cj:� CD Cn < -J LU X 0 < z LU 0 U-) LL LL U) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 25 SHEET 25 of 47 NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE 8618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH N0. I SIZE I CASTING I MH N0. I SIZE I CASTING 13 24"x36" R -3067-V 14 48" DIA R -3067-V NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. \ TEAM DATA LL - --- I --J LLO \ 0 25 50 100 SCALE IN FEET / / F.a t / s \ \ I Voma' �4- \ I I II \ D,20.51'22' 1+170 I . 0 00 x=54.60' OAD C 150.00 _ - =1 I o A`\ 's) moo 75 00 0 • M\ 11 11 . r .2 r to IIJ i L ------ / / PRIVATE. DRIVE B ROAD C HIGH PT StA: 2+17.74 LOW PT STA: 0+39.88 HIGH PT STA; 0+25.012OW PT STA: 1+56193 HIGH PT ELEV: 926.00 LOW PT ELEV: 916.68 i HIGH PT ELEV: 915.4E -0W I T ELEV: 910.3 PVI STA _1+97.74 i - --- I PVI STA: x+45.00 PVI STA.1+20.00PVI STA 0+98.17 950PVI 950 9JO 950 EV..V._. ----_--- - K:6.86 0 K20.00.74 LVC 40.00 LVC: 116.57 I ! I LVC. 3`).87 LVC: 73.87 �o OD 00 ! om00 om� jO r- CD I- r1) mL i c3i (6 CBMH 15 -9'40 I +M +M +m +m I 940 940 SOFF:18140R +� +� +� { 940 I .-.-.-. N w f Ld w w o w '--.-...- - - -- .-. - --- - - I RIM :915. $5 U_.... o U o U - --.._ _ .. - -"1 - --... . ......... .... � 0 y> INV IN: 905.07 (N) m U w m w w LLJ m `� w I m m INV IN: 908.28 (SO m w m CBI 13 ! INV OUT: 905.07 (E) STA: 1+67.31 930 1 EXISTING GROUND �Ic 930 930 1 -- -- �anM _ .. oN i - ... RRIM;9o963L 930 _ FINISHED GRADE o (6- -- STA = 2+17.74+ C) a +o, INV OUT: 905.43 (SE) ELEV = $26.00 2, o O oO rn II 11 11 II II ° CBMH 14 Lq o 0 ;STA 0+15;50 > > > STA: 0+90.81 � ELEV 916;22 ¢ J J OFF:15.'OR + ° N 920 InLdAw 920 920 Nw 920 L-. - ----- ----- - --------- .... _ -- - - - M -9-1209 - ; - t tt it -.._.--. t"----- -- J.-- -_ -- -3.00% i 0 INV IN: 905.22 1 I ' 1.92 ' 2 ( ) -. a 4h- I aw \ 3. INV OUT: 905.E cn w FINISHED GRADE 4.99 I �� \ SANITARY 910 a I r _.'_=: _ \ FORCEMAIN 910 91 ------CROSS STORM -- t -� ----- -- - - .30% 0 ..- _. -_ 910 - .-- ---- CROSS I j , _ WAT CROSS ;STA 1+94.23 =078_04 10.73% - `may O I ELEV - 910.15 LjL�5�I 0. 2! 900 900 900 - - -L 90 0 . ---------------- EXISTING GROUND i I I 890 il -"- jI 890 90 - -- - - -- 890 - -------- !_ - 880 - - - 1880 880_.-880 -------------- _ _. 087 8 7- 0 -8 7-0 . - -II870 ------- -V- - - j I 4 I .. t40 860860 860 860 O � 000 rCID UD pOj ,.�j N In Or (O dr-- f O(6 IQ- IO OC14um � rn m m O m 0) 0) m m O 00 Q) CO IT co 2+00 1+00 0+00 0+00 1+00 2+00 TEAM DATA OG �) MSl- LLO . PROJECT NO: 215-0119 26 SHEET 26 of 47 �WL- 0 25 50 100 SCALE IN FEET / / F.a t / s \ \ I Voma' �4- \ I I II \ D,20.51'22' 1+170 I . 0 00 x=54.60' OAD C 150.00 _ - =1 I o A`\ 's) moo 75 00 0 • M\ 11 11 . r .2 r to IIJ i L ------ / / PRIVATE. DRIVE B ROAD C HIGH PT StA: 2+17.74 LOW PT STA: 0+39.88 HIGH PT STA; 0+25.012OW PT STA: 1+56193 HIGH PT ELEV: 926.00 LOW PT ELEV: 916.68 i HIGH PT ELEV: 915.4E -0W I T ELEV: 910.3 PVI STA _1+97.74 i - --- I PVI STA: x+45.00 PVI STA.1+20.00PVI STA 0+98.17 950PVI 950 9JO 950 EV..V._. ----_--- - K:6.86 0 K20.00.74 LVC 40.00 LVC: 116.57 I ! I LVC. 3`).87 LVC: 73.87 �o OD 00 ! om00 om� jO r- CD I- r1) mL i c3i (6 CBMH 15 -9'40 I +M +M +m +m I 940 940 SOFF:18140R +� +� +� { 940 I .-.-.-. N w f Ld w w o w '--.-...- - - -- .-. - --- - - I RIM :915. $5 U_.... o U o U - --.._ _ .. - -"1 - --... . ......... .... � 0 y> INV IN: 905.07 (N) m U w m w w LLJ m `� w I m m INV IN: 908.28 (SO m w m CBI 13 ! INV OUT: 905.07 (E) STA: 1+67.31 930 1 EXISTING GROUND �Ic 930 930 1 -- -- �anM _ .. oN i - ... RRIM;9o963L 930 _ FINISHED GRADE o (6- -- STA = 2+17.74+ C) a +o, INV OUT: 905.43 (SE) ELEV = $26.00 2, o O oO rn II 11 11 II II ° CBMH 14 Lq o 0 ;STA 0+15;50 > > > STA: 0+90.81 � ELEV 916;22 ¢ J J OFF:15.'OR + ° N 920 InLdAw 920 920 Nw 920 L-. - ----- ----- - --------- .... _ -- - - - M -9-1209 - ; - t tt it -.._.--. t"----- -- J.-- -_ -- -3.00% i 0 INV IN: 905.22 1 I ' 1.92 ' 2 ( ) -. a 4h- I aw \ 3. INV OUT: 905.E cn w FINISHED GRADE 4.99 I �� \ SANITARY 910 a I r _.'_=: _ \ FORCEMAIN 910 91 ------CROSS STORM -- t -� ----- -- - - .30% 0 ..- _. -_ 910 - .-- ---- CROSS I j , _ WAT CROSS ;STA 1+94.23 =078_04 10.73% - `may O I ELEV - 910.15 LjL�5�I 0. 2! 900 900 900 - - -L 90 0 . ---------------- EXISTING GROUND i I I 890 il -"- jI 890 90 - -- - - -- 890 - -------- !_ - 880 - - - 1880 880_.-880 -------------- _ _. 087 8 7- 0 -8 7-0 . - -II870 ------- -V- - - j I 4 I .. t40 860860 860 860 O � 000 rCID UD pOj ,.�j N In Or (O dr-- f O(6 IQ- IO OC14um � rn m m O m 0) 0) m m O 00 Q) CO IT co 2+00 1+00 0+00 0+00 1+00 2+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J TEAM DATA OG 11j, LLO ELL GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR LLO ELL PROJECT NO: 215-0119 26 SHEET 26 of 47 a Z Z J CL cc � J L a LU 0Q � CC C Jo mN m O (n Z LLI Z N (/) J � IO p z a O w0 la F_ '= w a O o= Z H LL rn U LL U) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 26 SHEET 26 of 47 OG ,A C, I I - 100 0 %4 2 5+0 R=10()' F - - - - -- F, L o L 5 60 4=33'36'47"} 4 V Ca) IN N 1-J 0 6 k ROAD E 1 LOW PT STA: 4+51.81 1 HIGHS PT STA,: 2+30.13 HIGH PT STA: 1+ 4.60 LOW PIT ELEV: 917.76 HIGH PIT ELEV: 92, .45 HIG�H PIT ELEV: 928.17 PVI STA,:4+45.13 PVI STA:2+75.113 IVI STA :1+73.59 950 FIVI ELEV: 926 7 I PVI ELEV: 916.29 ----------- I --------- - - - - ------- --- ----- ----- ... . .... .... -- ------- ---- - - ------- P�vl ELEV: 928.6 --- ---- K: � 0.44 K: :20.46 1 CBMH 51 LVCI 111.90 LVC:90.00 LVC: 90.00 950 STA: 4+96.771 - I I I OFF: 43.02R 00r-) in LM C) I o'er '40 r- Ln (0 RIM: 916.50 00, CE, 0), 6 vi I c5 r,�6 r,� 00 r -z I I C) - 00 - Ct- CN + a, kN + o+ 0) + an 000o 940 940 INV IN: 911.8b (W) + c" "T 0) -- ----------------------------- 6i IIN t--OU-Tf 9TT.70-(NE)-- Uj Ln6 U1 > C46 C4 a) CD U > C) �Mu C) > STA: 0+ 33.12 0'+0) EDO) > > M Uj > 00` LJ OFF: - 1 5,50L Ln Fz > W > ED > Li M LLI I M -�BMH 52 1 1 M cnLn 3TA: 4+51.81 1 1 RIM: 924.87 + + cn� > > OFF: 19.02R INV IN: 920.95 (W) < bj _j 9,3 0 930 1 M: 9 161.80 - - - - ------- IKV,'�OUT_920.85 Ld ... . ....... L -L -- LLj < bj< > NV K911.55, ($W) % D 2-2�,- (n UJV) WI NV OUT: 911.� 5 _71FINISHED GRADE 600-� 5 725%' 920 920 --- - ------- - -- ------ ---------- 10.73% -- STA 5+ .76 ELEV 9 .46 If 910 910 ---- -- -- -- ------- ------ ....... -15 _R_CP 0 n �FINISHED GRADE t _LqyMH_ 331 D CBMH 53 OFF: 15. -ML T R STA: 0+47.38 IM: 924.81 900 OFF: 0.00 al;1' Of RCP___ 900 - - ------- -------------------- UT:,921A1. (E) FRIM .95 CL -5 @ 0.50% V: 111:1 N N 911.08 (W) � INV, OUT: 910.98 (E) WAT CROSS--` CBMH 52 L ED GRA IJE 890 890 ,-IFI�ISH - - --------- . ............... ---------- -- - - - --------- - - STA: 2+11.68 1 SAN CROSSOFF: 0.00 RIM: 0 37.4' of 115" RCP R M: 9 'Z EXISTING GROUND INV 1 7.01 (W) CL -51® 1.00% 880 INV OUT: 896.76 (S) --- - -- -------- - - WAT CROSS 764 ....... . . \55 -SAN CROSS A/0,0 -,3' STA: of @ OFF: 0.002+74.05 CB 501 EXISTING GROUNDSO,> RI :898.50 n TA:0+10.001 -FINISHED GRADE INV IN: 893.64 (N) OFF: 0.00 INV OUT: 891.06 (E) 870 870 6 _4 1. __PLM _9t6_0.0LL CBMH 51 - --------- -- - --------- ------ - . .... ..... --FES -56 INV OUT912.05(E)l 0,E 1 %P S. OOZ _STA: 2+99.40 O -F: 0.00 il�V IN: 891.00 (W) \1 38.7' of 15" 25.3' of 24" RCP I CL -3 0 0.25%1 HDPE @ 0.50% 860 860 - 00 CD U-) 0) to 0 u') ff') 0 Ln 0) 1`0 LO (0 Cq co 0) 0 00 Ln 5N C6 6 � N 0)(N N 4 0K) CN (6 00 0) N 00 r, r-� aNd LnI Lri N N Cq N N 0) 0) 0) CD 0) 0) 0) 0) 0) 0) 0) 0) 6+00 5+00 4+00 3+00 2+00 1+00 0+00 Y 0 25 50 100 SCALE IN FEET NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAIN11LE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE B618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING 30 24"x36" R -3067-V 50 27" DIA R-4342 31 48" DIA R -3067-V 51 48" DIA R -3067-V 32 24'x36" R -3067-V 52 48* DIA R -3067-V 33 48" DIA R -3067-V 53 48" DIA R -3067-V 3448- DIA R -3067 -VI 54 48- DIA R-4342 35 48" DIA 950 -1642 1 36 148" DIA R -3067 -VI (S) 1 38 148" DIA R -3067 -VI -------- ------ - - - -- --- --------- INV IN: 917.38 I I NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. x O J I `o T:: 0 6 LO 0 a I /X L <\ ROAD b CBMH 34 LOW P T STA: 3+65.71 HIGH PT STA: 1+73.28 STA: 1+86.62" I LOW P ELEV: 918.75 HIGH PIT ELiEV: 925.71 ;OFF: 15.5OR I 950 PVI STA: 3+35.31 PM STA:! 12+00.00 RIM: 92b.02 I 950 PVI ELEV: 919.39 ----------- PVI ELEV: 926.93 INV IN: 920.30 (S) K: 17.62 -------- ------ - - - -- --- --------- INV IN: 917.38 My UVC: 60.79 LVC: 140.79 INV OUT: 917;13 (NW) rn (n E; CBMF 36 u) c F, 0) C CBMH 131 940 STA: 3+16.71 OFF: 15 UE)?2 C, (a 54R +a) + C + CBMH 35 C4 c-4 0) gik 2+55.64 + STA: 0+38.84 940 W U-i -------------------- 4 ij ', SE) 0 6i 0i . . ........0) Uj OFF. -II 5 50R--- ........ . . (_) &i t1i M: 923'.12 U OFF: 15.5 DR --- - -------- ----- 922.25 .. - - - ----------- ---- ------ - --- .. .... IN IN: 915-61 OUT: 915.51 > 0 W 5 0) (N) U > 0 > INW INV IN: 916,,851(SE) > ED IN: 918.23 S) 0 C,40 C� Cir -i U3. C'4 CBMH -18 M I M INV INV OUT:916.1-5 NW bUT: 918.13 (W) + C4 an 930 STA: 4+ C, OFF: 7.1 45.55 R 3 --------- . ..... ........ . . + C) 11 11 930 > F,; RIM: 916.50 INV IN: 912.66 ( W) EXISTINI >___ ILYC -JF-- 3 GROUND ------ Uj J W II INV IN: 912.29 - - ------- Ln U-jv) < 920 (n Ld INV OUT: ' 912.19 N E FINWED GRADE 2511- .0' 920u 2.12 - - ----- -------- - - - - -------------------- - ---------- 8_7-_-�orl �5, R`CF_P T49 4 9. OR 6 T -_t4l -!--RCP R CL -5 0 0.18% CL -5 @ 910_9 is j _2.50Z6 1.8'! of 18" RCP 41 -5 - - - - ----- . .... . --- -----_ i ---_. 010 I i 900 900 - - --- ---------- ------ EXI EXISTING IN G_ G!ROU IN D --- - --- --------- - -------------- FINISHED GRADE CBMH 33- C BM 34 890 1 30 L 1 890 49j,WoT 12" RC ---------- ST :0+32.45 ...... .. ....... . .... .... ................ CL -5 0 1.00% I15.50L OFF: - RIM: 922.09 LEX15TING GROUND WAT CROS S I FINISHED GRADE INV OUT: 918.39 (N) 880 CBMH 31 880 ------ --- ---- - ----- - - --------- SAN CROSS-,,,,, 31.7' of 12" RCP CL -5 @ 0.50% 870 I WAT CROSS 870 SAN CROSS 860 860 0) cli U') 0 (o 0 0 Lr) (0 L0 00 N 0) 0) N CN 0) 0) 0) 0) 0) ui 0) 0) 0 1) N CN 0) 0) 0) 0) o) GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, IVIN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Cn W .1 U. 0 a. 0 Z :5z W J < LL1 W L0 F_ < > M C/) 0 Cn Ljj (n Cl) O Z J 44 LJ 0 L_j cn a. F_ V) U< J LU M LU X 0 Z z < 0 C�3) < a: LL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL IRUJLCI NO: 215-0119 27 4+00 3+00 2+00 1+00 0+00 SHEET 27of47 0 6 LO 0 a I GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, IVIN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Cn W .1 U. 0 a. 0 Z :5z W J < LL1 W L0 F_ < > M C/) 0 Cn Ljj (n Cl) O Z J 44 LJ 0 L_j cn a. F_ V) U< J LU M LU X 0 Z z < 0 C�3) < a: LL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL IRUJLCI NO: 215-0119 27 4+00 3+00 2+00 1+00 0+00 SHEET 27of47 X �(po UI 0+00 1+00 0+00 1+00 STORM SEWER 910 910 MH 40' STA:0+10.00 900 900 OFF: 0.00 RIM: 895.58 FINISHED GRADE INV OUT -,892.50 (NW), FES 41 STA: 0+46.18 EXISTING GROUND -�OFF:0.0© 890 RIM: 895,40 890 - _-- 36.2.__of 24'' RCP __ CL -3 O 0.50% fNV-�fl:8?3232 (SEj j 880 880 rn co LO 0) - Co 00 00 00 C,+00 1+00 1 GONYEA 1 ' 7M- HOMES & REMODELINGS lio�`Lm DSC G \ \ / a- 1 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 �\ � FAX: 763-432-4501 v I' \ �� > z; ----------- r \ xo9i�A / / A r. I v �A \ < 9� ALLIANT ENGINEERING 233 Park Ave S, Ste 300 415 Minneapolis, MN 55 612.758.3080 MAIN 612.758.3099 FAx �, I ��o�� www.alliant-inc.com < of � I \ I I V/ J 0 i�G a 0 0 25 50 100 Q SCALE IN FEET z Ja w NOTES 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAIN71LE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232, DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE B618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE I: MH NO. SIZE CASTING Ot 27" DIA R-4342 GONYEA 1 ' 7M- HOMES & REMODELINGS lio�`Lm DSC G \ \ / a- 1 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 �\ � FAX: 763-432-4501 v I' \ �� > z; ----------- r \ xo9i�A / / A r. I v �A \ < 9� ALLIANT ENGINEERING 233 Park Ave S, Ste 300 415 Minneapolis, MN 55 612.758.3080 MAIN 612.758.3099 FAx �, I ��o�� www.alliant-inc.com < of � I \ I I V/ J 0 i�G a 0 0 25 50 100 Q SCALE IN FEET z Ja w NOTES 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAIN71LE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232, DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE B618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING Ot 27" DIA R-4342 37A 27" DIA R-4342 - -- -- 37B 48" DIA R -3067-V 03 48" DIA R-4342 39 48" DIA R-1642 L 40 27" DIA R-4342 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR AP?ROVED EQUAL. y� t 870 27.1' of 24" CL -3 ® 0. FINISHED GRADE CBMH 39 g O CB 37A `'"'""' �Iu rn �0) STA: 0+10.00 STA 0+35.00 RIM: 904.00 co OFF: 0.00 OFF: 0.00 rrj Lo 6 0 O m !RIM: 919.00 RIM: 918.45 920 INV OUT:,915.30 (N) INV IN: 914.75 (S) INV OUT: 914.65 (NE) CBMH 38 900 EXISTING GROUND - 910 25.0' of 12"--``�--_ Q o 1LDPE ® 2.20% RIM: 898.09 90.4' of 12" RCP WAT CROSS \ ;P INV IN: 895.00 (SW) M CL -5 ® 2.20% i �3 HppsB F of 890 SAN CROSS @ ��°Oo 900 U) ... 870 27.1' of 24" CL -3 ® 0. FINISHED GRADE CBMH 39 g O STA: 2+65.16 rn �0) OFF: 0.00 of RIM: 904.00 co INV IN: 898.21 (SW) rrj Lo 6 0 O m INV OUT: 895.07 (NE) 0) Q) 0) 07 M 0) 0) m 900 FES 40 STA: 2+92.30 Q o 2 --OFF: 0.00'. RIM: 898.09 00 ;P INV IN: 895.00 (SW) M % 890 -1+00 0+00 1+00 2+00 3+00 4+00 Lo mrn m rn �0) D oUi o of C6 c0 co 4 M rrj Lo 6 0 O m 0) 0) Q) 0) 07 M 0) 0) m -1+00 0+00 1+00 2+00 3+00 4+00 ' MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 870 PROJECT TEAM DATA DESIGNED: M Q w PROJECT NO: 215-0119 U 28 SHEET 28 of 47 J Q o 2 Cr. 00 V) M O Z Z U) W Q � F- -Q C) ~w J Q C) wN a = Q LU LL rn U LL U) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA ' MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 870 PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 28 SHEET 28 of 47 0 C, GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com O 0 LL M u Lf) oQ in 0 N 1n w zz z_ d F Z ww N Q �_ O Z Lr)_, am 0 F- Cn F- 5 5 CLa LL J LLIc O U Cn cc LLI Z LLI L LI in I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 29 of 47 / SURMOUN.TABLE 5' SIDEWALK CURB & GUTTER TC922.57 / GUT922.57 / // - _ _ I i t1 �0' $UU (NOUS TRAIL i I.; / PED RAMP J/ a� / R I ! 4,4 GUT922.45TC922.45 30 000 SURMOUNTABLE -I ir MATCH EXISTINGCURB &GUTTER0975„ ^j 916.3x / 17.3 1 07 5' SIDEWALK 1 i \ O I / �,^� C 17. /OQLP 4, / �� 9 TC913.07 i o 2 RE18 Z& 1 / PEDTRAMP7 Of 1 - RRS 9�6 1 0 " TC913.10 i' ' t+oo ` ' GU T913.10 Q / 00 - �.,. / �n � � ao I � �- 0 00 W J -- ,,� I 979 ts5 xTER I a \ `' �a�� ` �/ _ ROAD �`� �� I ! O I 920 o t I I TC$20.50HP \ \ d / g22--- TC921.8j I / - - B618 C&G RETURNS Z II I / TC918.0 GUT921.87 � � �� a- R30'" PED RAMP / / / _[Ji' PED RAMP 0 Q TC918.2 \ \ GUT921.60 / / G / ( 921 / \ �,\...,- 91 ," 1 LU -------------\ \ \ss -1 5' SIDEWALK \ \ -�-- ! J \\ \ f TC918. 4 \ 8' / GUT918. 4,,-----1 BITUMINOUS TRAIL .. ' , \ SURMOUNTABLE ( -920 --------- -\ 919 PEI!_ AMP \ 1 I CURB &GUTTER T 918.91 GUIT918.91- I ,� �GCb -N1 / 919 w r 1n 6 ' SRMOUNTABLE / %/ MATCH EXISTING \` ! CUB UTTER w l � 3h C) 11 ROAD C / ROAD D ROAD A / GREAT PLAINS BOULEVARD (S.H. 101) 20 5' SIDEWALK /� / 3 NOTES. 1. ALL CURB AND GUTTER GRADES SHALL BE AT A MIN. OF 0.5%. ` r'N0`� 3 06 21.5 A \ / S21 \\ 2. SEE SITE, LIGF.TING AND SIGNAGE PLAN FOR ALL STREET SIGN ✓ \ + \wc / \ + \ \ AND LIGHTPOLE OCATIONS 0 10 20 40 CO / . ] 3. SEE CITY OF CHANHASSEN STANDARD PLATES FOR ALL DETAILS. SCALE IN FEET ROAD D (CUL-DE-SAC) i" SURMOUNTABLE 9 9 `� / 20 1 r' r r r r i CURB & GUTTER 5� 1 5' SIDEWALK I / R W "1 I j 3 .9 63 �'; 21.5 < \\ h / G°'NG_ �� I 3 . x\41 `: 00 921 \ 14 / 910.72 ----- B+B 191 / I I `CEN i TER 9 10' BITUMINOUS TRAIL PC: 29.7 I \ \ �� I � I 922 n \ '- N ° W a O= c�i� 0 C \ S \ SURMOUNTABLE V 0 �. � CURB &GUTTER •� 'P .� Ij ��I-o � I �aj�Q �--------- C? V 60 g23 � �� "' O0 \ /924 dos N. � TC916.81 .. GUT916.81 111 ,961 A \ (� S� �p 6� k ice` \ 0 912y \\ i PED RAMI a I I TC916.75 / I G6t8 C&G RETURNS X00 _ I y T S 3 0� GUT916.75 L918.50 I I \ / O �� - 91� � �"''�, I ROgp `c....... � r I I B B ?s ( 9� SURMOUNTABLE 7,41^ \r' 0 q 1 I / I PT: 7' CURB & GUTTER (--... I 9 919:42 �� a ` l 4 6 TC914.97 / I = ,.._ CENTER i ° 25• p6°I C,90975" 4�g RW GUT914.97 I �e �. Ross I �. TC924.64PED GUT924.64 / ° 0 •Op• RAM I _ ---` ` I I xi TC914.99P 920 \ 1 PED RAMP ( 2 c I 7 I °�- GUT914.99 - - - - - - / \ \ \ LI .. -j C. �„ TC924.75 GUT924.75 a^ /, o �.- �., 920. 1"� v v �: g 5' DEWALK TC915.18I _ 921 \ '� ,' SURMOUNTABLE / / PED RAMP I P TC914.81 CURB &GUTTER/ / TC924.94 GUT914.81--- \ GUT924.94 pZ �. / �� / \ . �� PED RAMP / �TC924.91 .✓ 0,� _ g22 010 �1EW Q _ ` V\� / �� / / r �O / / /� /.5' GUT924.91�_ ° 5' SIDEWALK � i �p ,�� g�6 4+00 c `� -' s�4 A �s}ikLA o SIDEWALK �� o ROAD I 1 I O� ! F RETURNSIAO✓j" / 8 / \ - - 1 A926.9 - 3 ROAD E (CUL-DE-SAC) ROAD D / ROAD E ROAD C (CUL-DE-SAC) GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com O 0 LL M u Lf) oQ in 0 N 1n w zz z_ d F Z ww N Q �_ O Z Lr)_, am 0 F- Cn F- 5 5 CLa LL J LLIc O U Cn cc LLI Z LLI L LI in I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 29 of 47 II 0 .5 1 2 SCALE IN FEET 1-1/2" CLEAR COVER (TYP) 10 21 EL: 883.50 8" SANITARY PIPE 10 I 0 I 12 n. i 1'-0" (TYP) z 0 I 0 W 5 8� 6'-0" ID RCp CL3 WALL B MEETING AISTM. C -47B 17 16 EL: 898.00 TOC 0 9 EL: 890.00 INV 3" DIP 19 12 14 EL: 897.70 GRADE LIFT STATION MANHOLE 1. TOC BA I itA '----DIP TO HDPE MJ COUPLING PUMP PUMP INFORMATION NUMBER OF PUMPS 2 PUMP MANUFACTURER ABS NON—CLOG SUBMERSIBLE MODEL: XFP 80E—CBI IMPELLER: 6.3" DISCHARGE: 3" MOTOR RPM: 3520 16.8 HP 230 VOLTS 3 PHASE 60HZ DESIGN POINT: 140 GPM AT 100 FT.TDH LIFT STATION MANHOLE 1. TOC BA I itA '----DIP TO HDPE MJ COUPLING PUMP CONTROL ELEVATIONS PUMP OFF 879.50 LEAD PUMP ON 880.50 LAG PUMP ON 881.50 HIGH LEVEL ALARM 882.50 O PRECAST CONCRETE COVER WITH #4 @ 9" E.W. TOP AND #5 @ 4 1/2" E.W. BOTTOM, REINFORCEMENT GRADE 60 O 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK @ 90° OPENING. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATI O VENT PIPE SEE DETAIL ® PRECAST COVER CONNECTION - SEE DETAIL O ELECTRICAL CABLE HOLDER © RIGID PVC CONDUIT - CORE DRILL & INSTALL WATERTIGHT SEAL AROUND CONDUIT. ROUTE UNDERGROUND TO CONTROL PANEL O CORE DRILL FOR ELEC CONDUIT AND SEAL WITH NON -SHRINK GROUT ® PUMP GUIDE RAILS Og PRECAST JOINT WITH BUTYL RUBBER JOINT SEAL (KENT, RAMNEK, OR CONSEAL) (TYPICAL) OO ON-SITE MATERIAL (SEE NOTE #3 FOR COMPACTION) 11 PIPE SEAL GASKET - SEE DETAIL PIPE CONNECTION - SEE DETAIL DIP PUMP DISCHARGE (TYP OF 2) 14 GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURER 5 CONCRETE BASE SLAB CONNECTION - SEE DETAIL 16 12" THICK CONCRETE SLAB WITH #6 @ 12" E.W. BOTTOM AND #6 @ 6" E.W. TOP, REINFORCING GRADE 60 0 PUMP CONTROL LEVEL FLOATS 3 SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURER 0 FLANGED BALL CHECK VALVE (FLYGT HDL OR EQUAL) (2 READ) O S.S. CHAINS AND SHACKLES 21 MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVE BOX TO GRADE - SEE DETAIL 0 MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVE BOX TO GRADE - SEE DETAIL (2 REQ'D) 0 MJ REDUCER POLY WRAP DIP CLASS 5 MATERIAL - SEE GENERAL NOTE NO. 2 MnDOT 3733 TYPE 5 GEOTEXTILE FABRIC UNEXCAVATED SOILS PUMP CONTROLS AND POWER CABLES, S.S. FLOAT CABLES AND PRESSURE TRANSDUCER WITH 2 FLOAT BACKUP FIBERGLASS FALL PROTECTION GRATING BUTYL JOINT WRAP GENERAL NOTES: 1. AT LEAST ONE SOIL BORING AND ACCOMPANYING GEOTECHNICAL REPORT IS REQUIRED AT THE LIFT STATION SITE 2. DESIGN ALLOWABLE NET SOIL BEARING PRESSURE : 2500 PSF (ASSUMED) 3. COMPACT BACKFILL TO 100% STANDARD PROCTOR ABOVE AND BELOW PIPES 4. PARTS OF SECTION VIEW OF DRAWING ARE ROTATED FOR CLARITY 5. SEE PLAN VIEW AND SITE PLAN FOR ORIENTATION OF PIPES 6. CONTRACTOR TO VERIFY EXISTING CONDITIONS 7. PAINT ALL INTERIOR MANHOLE CONCRETE AND PIPING WITH (2) COATS OF EPDXY PAINT 8. COMPACT BACKFILL TO 100% OF STANDARD PROCTOR DRY DENSITY FOR INSTALLATION OF THE LIFT STATION. 9. BED AND BACKFILL PIPE TRENCHES TO 1 FOOT ABOVE FORCEMAIN AND ALL OTHER NEW SANITARY LINES WITH GRANULAR MATERIAL. - SEE DETAIL 10. INSTALL CHECK VALVES IN A LOCATION THAT IS EASILY ACCESSIBLE FOR MAINTENANCE. 11. ALL ANCHOR BOLTS AND FASTENERS SHALL BE STAINLESS STEEL. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com O O O LL M Ln Ln �a J m UN V)w zz z_ �Z aw W CO �Q 0 _ oz In = Cn U N J Q W a Z a LLI U O LL0 Z Z O Q H N LL J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 30 SHEET 30 of 47 VV L I VVL<- PLAN - LOWER LEVEL LIFT STATION KEYNOTES: 01 PRECAST CONCRETE COVER 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK @ 90° OPENING. EPDXY PAINTED ORANGE ALUMINUM SAFETY GRATE (DUAL GRATE) FOR FALL THROUGH PROTECTION AND CONTROLLED CONFINED SPACE ENTRY. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATION. O VENT PIPE - SEE DETAILS O SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. O 6'-0" INSIDE DIAMETER RCP, WALL B, CLASS 3 MEETING ASTM C-478 O6 GROUT CIRCLE AS RECOMMEDED BY PUMP MANUFACTURER O PIPE CONNECTION - SEE DETAILS O8 SANITARY INFLUENT PIPE O DIP PUMP DISCHARGE (TYP OF 2) 10 PIPE SEAL GASKET - SEE DETAILS 11 FIBERGLASS FALL PROTECTION GRATING 12 MJ GATE VALVES W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE - SEE DETAILS 13 MJ REDUCER 14 LIFT STATION DISCHARGE FORCEMAIN 15 2 - #5 X 4'-0" LONG DIAG. BARS AT EACH CORNER, TOP AND BOTTOM 16 MJ PLUG VALVE W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE GENERAL NOTES: I. SEE UTILITY SHEETS FOR SITE PLAN AND ROUTING 4 wN ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 0 O O 0 r\ M Ln L0 0a >� iO mN V) w zz z_ J d �z aw W (n Q C� _ oZ 0) U Q F- N F— .j a.J Z M J a F- a Z_ Q M W U ccO LL0 Z Q Z O F— Q N ILL J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 0 .5 1 2 SCALE IN FEET PLAN - LOWER LEVEL LIFT STATION CLEAR OPENING WET WELL PLAN VIEW @ GRADE LIFT STATION c� z Z w n 0 Q W J U . O Ovk Vk �Oxl w v KEYNOTES: O PRECAST CONCRETE COVER O 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK @ 90° OPENING. EPDXY PAINTED ORANGE ALUMINUM SAFETY GRATE (DUAL GRATE) FOR FALL THROUGH PROTECTION AND CONTROLLED CONFINED SPACE ENTRY. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATION. O VENT PIPE - SEE DETAILS O SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. O 6'-0" INSIDE DIAMETER RCP, WALL B, CLASS 3 MEETING ASTM C-478 O6 GROUT CIRCLE AS RECOMMEDED BY PUMP MANUFACTURER O PIPE CONNECTION - SEE DETAILS O8 SANITARY INFLUENT PIPE O DIP PUMP DISCHARGE (TYP OF 2) 10 PIPE SEAL GASKET - SEE DETAILS 11 FIBERGLASS FALL PROTECTION GRATING 12 MJ GATE VALVES W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE - SEE DETAILS 13 MJ REDUCER 14 LIFT STATION DISCHARGE FORCEMAIN 15 2 - #5 X 4'-0" LONG DIAL. BARS AT EACH CORNER, TOP AND BOTTOM 16 MJ PLUG VALVE W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE GENERAL- NOTES: 1. SEE UTILITY SHEETS FOR SITE PLAN AND ROUTING OF PIPES 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS 3. PAINT ALL INTERIOR MANHOLE CONCRETE, INTERIOR AND EXTERIOR PIPING WITH (2) COATS OF EPDXY PAINT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 0 O O 0 L0 L0 oQ J ~ M0 Vi N LLI Z Z z_ J � CL I. -z Q w w N 0 Q 0_ oz ur)_ 01 U Cn J Q F- LLI0 Z_ Q W cc 0 Z Q Z O F— Q 0 LL J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 31 SHEET 31 of 47 Le GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 0 O O 0 L0 L0 oQ J ~ M0 Vi N LLI Z Z z_ J � CL I. -z Q w w N 0 Q 0_ oz ur)_ 01 U Cn J Q F- LLI0 Z_ Q W cc 0 Z Q Z O F— Q 0 LL J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 31 SHEET 31 of 47 9 ' CONCRETE STRUCTURE (VERIFY THICKNESS) ed STAINLESS STEEL EXPANDING SLEEVE MOLDED RUBBER GASKET BY PRESS—SEAL d GASKET CORPORATION — MODEL PSX-2 a OR EQUAL :VERIFY PIPE SIZE —� a9 INTERIOR OF �� (2) STAINLESS STEEL CLAMPS STRUCTURE < a NOTES: OPENING IS TO BE SMALLEST POSSIBLE SIZE TO ACCOMMODATE SEAL GASKET AND PIPE PIPE SEAL GASKET DETAIL SCALE: NONE PRECAST REINFORCED CONCRETE PIPE SECTION (2) ROWS BUTYL RUBBER CONTINUOUS WATERTIGHT GASKET (TYPICAL) 3"x3"x1 /4"x4" LONG ANGLE HOT—DIPPED GALVANIZED — ANCHOR TO PRECAST WITH (1) 1/2" DIAMETER x 4 1/2" LONG STAINLESS STEEL EXPANSION BOLT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUND COVER) 5/8" DIAMETER HOT—DIPPED GALVANIZED v HEADED BOLT — CAST IN BASE SLAB WITH 9" EMBEDMENT (TYPICAL OF 3 EQUALLY d n° SPACED LOCATIONS AROUND BASE) d ' REINFORCED CONCRETE BASE SLAB CONCRETE BASE SLAB CONNECTION DETAIL ALE: NONE GRANULAR M MN/DOT 314' 6" (MIN) SUBGRADE NOTES: 1. CONTRACTOR SHALL CONSTRUCT TRENCH AND PROVIDE PROTECTIVE MEASURES AS REQUIRED TO COMPLY WITH OSHA REGULATIONS. 2. AT LOCATIONS BELOW THE GROUNDWATER TABLE USE COARSE FILTER AGGREGATE AS DIRECTED BY ENGINEER. THE AGGREGATE SHALL BE WRAPPED WITH TYPE II GEOTEXTILE FILTER. ALE: NONE J J lL U U a M J 11 Y U Q m J Q F M, PIPE BEDDING DETAIL v e' 9 CONCRETE WALL (VERIFY THICKNESS) 9 a' a Ca' ". HYDROSTATIC SEAL EQUAL TO "LINK SEAL" BY THUNDERLINE CORPORATION 4 ° I a °. d BACKER ROD AND CAULK a °. �. ee'd ' \—VERIFY PIPE SIZE DIAMETER OF CORE DRILLED HOLE AS d ._ RECOMMENDED BY SEAL MANUFACTURER e 9 9 CORE DRILLED PIPE PENETRATION DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 4" 90' ELBOW STAINLESS STEEL BIRD SCREEN TO FIT OD OF VENT PIPE N—SHRINK GROUT CONCRETE STRUCTURE VENT PIPE DETAIL PRESSURE GAUGE DIAPHRAGM SEAL 2" STAINLESS STEEL BALL VALVE P PIPE FOR 1/2" NPT STAINLESS STEEL NIPPLE NOTE: ORIENT PIPE JOINTS SO THAT LIQUID FLOW IS DIRECTED TO BELL PORTION OF JOINT. MJ x MJ LONG SLEEVE FITTING MAY BE USE STRUCTURE 1'-0" MIN V-4" FOR 3" TO 12" PIPE PIPE ENTERING OR EXITING STRUCTURE (VERIFY SIZE) FOOTING EXTENSION PIPE CONNECTION DETAIL SCALE: NONE VERIFY PIPE SIZE ADJUSTABLE SADDLE PIPE SUPPORT WHICH COMPLIES WITH MANUFACTURERS STANDARDIZATION SOCIETY SP -69 (TYPE 38) r of Uj SUPPORT PIPE: / 3" DIAMETER FOR 4"-12" PIPE LOWER SUPPORT PLATE: 9" DIAMETER OR SQUARE FOR 4"-12" PIPE PIPE SUPPORT FROM FLOOR DETAIL SCALE: NONE PRESSURE GAUGE DETAIL SCALE: NONE .JLV I I VI V GNUU I I YP) INFLUENT MANHOLE DETAIL PRECAST CONCRETE COVER 3"x3"x1/4"x4" LONG ANGLE HOT—DIPPED GALVANIZED — ANCHOR TO PRECAST COVER WITH (1) 1/2" DIAMETER x 4 1/2" LONG STAINLESS STEEL EXPANSION BOLT WITH 3 1/2" EMBEDMENT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUND COVER) (2) ROWS BUTYL RUBBER CONTINUOUS WATERTIGHT GASKET (TYPICAL) PRECAST REINFORCED CONCRETE PIPE SECTION PRECAST COVER CONNECTION DETAIL I�iGI® SCALE: NONE VALVE BOX COVER 2'-0" SQUARE x 6" THICK CONCRETE PAD — REINFORCED WITH 6x6 WELDED WIRE FABRIC FINISH GRADE VE BOX WITH EXTENSIONS BURIED GATE VALVE — VERIFY SIZE EXTEND OPERATING NUT TO WITHIN 6" OF FINISHED GRADE PIPE — VERIFY SIZE CONCRETE THRUST BLOCKING BURIED GATE VALVE AND BOX DETAIL BITUMINOUS DRIVE / 12' MINIMUM FoVk 12 MINIMUM MNDOT CLASS 5� ®� GOIAS GRANULAR BASE * Npi SCALE: NONE TYPICAL BITUMINOUS ROAD DETAIL GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA CURT WIMPEE, PE TEAM DATA DESIGNED: J_ DRAWN: r� L0 PROJECT NO: 215-0119 32 LJJ > J Q I— U m N Z w Z Q Z U C+ � 0 r— Q w 0 w CD �1 _ x o Z Q In a LL rn U I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA CURT WIMPEE, PE hat this plan, report was or under my and that I ;ed GINEER under itate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: J_ DRAWN: Q PROJECT NO: 215-0119 32 LJJ 32 Of 47 0 CZ G W U J Q � H 0 LL M� W Z Q C/) Z �- 0 J Q a � C/) Q Z U. LL J hat this plan, report was or under my and that I ;ed GINEER under itate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 32 SHEET 32 Of 47 PANEL SIDE VIEW 33 , C) N 0 N to 0 0 X ui E .3 c9 2 PANEL FRONT VIEW 33 4 PANEL BACK VIEW 33 PANEL SIDE VIEW 33 GENERAL NOTES 1. ENCLOSURE IS A NEMA 4X DOUBLE DOOR ENCLOSURE (24" DEEP) WITH 24" HIGH SKIRT KIT WITH LOUVERS. 60"H x 60"W x 24"D. 2. 3 POINT LATCH ASSEMBLY WITH PADLOCKABLE HANDLE. 3. ALL INTERIOR SURFACES ARE TO BE INSULATED WITH 1/2" CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 4. MATERIAL: STAINLESS STEEL 5. UL 698A RATED. CONSTRUCTION NOTES O NEMA 3R LOCKING BOX CONTAINING GENERATOR RECEPTACLE. GENERATOR RECEPTACLE TO BE SELECTED DEPENDING ON VOLTAGE: FOR 230VAC CONFIGURATION CROUSE -HINDS ARKTITE MODEL: AR1041 S22 FOR 480VAG CONFIGURATION LEVITON MODEL NUMBERS: 16R29 -W 16R29 -H 16R29 -O 16R29 -G 16R29 -Y PARTS LIST MARK DESCRIPTION O ENCLOSURE STAINLESS STEEL, NEMA 4X O ENCLOSURE BACKPLATE O RADIO LIGHTNING ARRESTER ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) O STAINLESS STEEL VENT SHROUD © UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) O INNER DOOR 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 12 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GFI RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER 19 ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 CALAMP INTEGRA-TR RADIO 22 ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 25 ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE 26 INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 3R ENCLOSURE 28 DIN RAIL 29 DISTRIBUTION BLOCK, THREE POLE 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 LINE REACTOR (VFD'S)/POWER FACTOR CAPS (STARTERS) 33 PHASE MONITOR 34 FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 MOTOR STARTER/VFD 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 FUSE HOLDER.24VDC 41 RELAY, 120VAC, THREE POLE 42 SURGE ARRESTER, ANALOG 43 TIMER, 120VAC 44 CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 46 AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 GROUND BAR 49 INTRINSIC BARRIER, DIGITAL 50 INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 52 GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 53 TRANSFORMER, 120/120VAC (FOR SEAL FAIL, AS REQUIRED) 54 RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 WIREWAY W/COVER, SIZED TO FIT NAMEPLATE LEGEND PLATE TEXT O MARK LINE 1 TEXT LINE 2 TEXT SIZE HEIGHT N 1� 2"x8" 1/2" XXXXXXX LIFT STATION LO (50 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 33 SHEET 33 of 47 O N O CM T Go O N O N T J W Z Q CL O M Q a `n F � W J~ M V) m V) Z LLJ Z N J:2 F_JQ IL - Q W I— W J V) CL ?r �LLI a J p = Q J U 0 rn v LL W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 33 SHEET 33 of 47 r N N 00 N C 7 0 N cccc a Fa C_ IJ.. N W N L N INNER DOOR FRONT VIEW GENERAL NOTES 1. ENCLOSURE IS A NEMA 4X DOUBLE DOOR ENCLOSURE (24" DEEP) WITH 24" HIGH SKIRT KIT WITH LOUVERS. 60"H x 60"W x 24"D. 2. 3 POINT LATCH ASSEMBLY WITH PADLOCKABLE HANDLE. 3. ALL INTERIOR SURFACES ARE TO BE INSULATED WITH 1/2" CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 4. MATERIAL: STAINLESS STEEL 5. UL 698A RATED. NAMEPLATE LEGEND MARK PLATE SIZE TEXT HEIGHT LINE 1 TEXT EMI E10] F7,9 2"x8" 1/2" 12 12 �2 �2 1 1/2"x6" 1/2" W --(D18 O7 �3 1 1/2"x6" 1/2" PUMP 2 INNER DOOR 10 17 17 1/4" RUNNING 12 r]c� r�G 1"x3" 1/4" HAND -OFF -AUTO 15 15 © 1"x3" 1/4" OVER TEMP 17 �7 14 11 12 17 17 Q� 17 SEAL FAIL ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT ® 16 16 1/4" RESET 22 15 16 1"x3" 1/4" PUMP 1 AND 2 17 17 10 1"x3" 1/4" MAIN DISCONNECT 11 35 12 12 1/4" PUMP 1 DISCONNECT 12 1"x3" 1/4" PUMP2 11 11 18 1"x3" 1/4" GENERATOR I.I � 13 14 II 14 1"x3" O O POWER 15 1"x3" D D O O PUMP 1 INNER DOOR FRONT VIEW GENERAL NOTES 1. ENCLOSURE IS A NEMA 4X DOUBLE DOOR ENCLOSURE (24" DEEP) WITH 24" HIGH SKIRT KIT WITH LOUVERS. 60"H x 60"W x 24"D. 2. 3 POINT LATCH ASSEMBLY WITH PADLOCKABLE HANDLE. 3. ALL INTERIOR SURFACES ARE TO BE INSULATED WITH 1/2" CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 4. MATERIAL: STAINLESS STEEL 5. UL 698A RATED. NAMEPLATE LEGEND MARK PLATE SIZE TEXT HEIGHT LINE 1 TEXT LINE 2 TEXT 1� 2"x8" 1/2" XXXXXXX LIFT STATION �2 1 1/2"x6" 1/2" PUMP 1 O7 �3 1 1/2"x6" 1/2" PUMP 2 INNER DOOR ® 1"x3" 1/4" RUNNING 12 �5 1"x3" 1/4" HAND -OFF -AUTO 120VAC GFI RECEPTACLE © 1"x3" 1/4" OVER TEMP 17 �7 1"x3" 1/4" SEAL FAIL ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT ® 1"x3" 1/4" RESET 22 �9 1"x3" 1/4" PUMP 1 AND 2 RUNTIME 10 1"x3" 1/4" MAIN DISCONNECT 11 1"x3" 1/4" PUMP 1 DISCONNECT 12 1"x3" 1/4" PUMP2 DISCONNECT 13 1"x3" 1/4" GENERATOR DISCONNECT 14 1"x3" 1/4" CONTROL POWER 15 1"x3" 1/4" PUMP 1 VFD FAULT 16 1"x3" 1/4" PUMP 2 VFD FAULT INTERIOR LAYOUT VIEW 34 0 N M � r ie 140 PARTS LIST MARK DESCRIPTION 1O ENCLOSURE STAINLESS STEEL, NEMA 4X O ENCLOSURE BACKPLATE O RADIO LIGHTNING ARRESTER ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) O STAINLESS STEEL VENT SHROUD © UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) O9 INNER DOOR 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 12 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GFI RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER 19 ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 CALAMP INTEGRA-TR RADIO 22 ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 25 ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE 26 INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 3R ENCLOSURE 28 DIN RAIL 29 DISTRIBUTION BLOCK, THREE POLE 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 LINE REACTOR (VFD'S)/POWER FACTOR CAPS (STARTERS) 33 PHASE MONITOR 34 FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 MOTOR STARTER/VFD 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 FUSE HOLDER,24VDC 41 RELAY, 120VAC, THREE POLE 42 SURGE ARRESTER, ANALOG 43 TIMER, 120VAC 44 CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 46 AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 GROUND BAR 49 INTRINSIC BARRIER, DIGITAL 50 INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 52 GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 53 TRANSFORMER, 1201120VAC (FOR SEAL FAIL, AS REQUIRED) 54 RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 WIREWAY W/COVER, SIZED TO FIT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 34 SHEET 34 of 47 O N O N 7- 06 OD O N O N T J H W 11-- 10 10 Ul ~-2 w m ON m 1-- Z to zz Q Q J� a Q a - 0Z WV) o 0 a �a Z Z O rn U _ I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 34 SHEET 34 of 47 N N C 7 0 Ca CL_ c u_ I a) L N 0 LO 0 XI E co 0 Rack/ Slot I point Type Tagname Description EGU Lo EGU Hi EGU Tag MICROLOGIX 1400 PROGRAMMABLE LOGIC CONTROLLER SLOT 0 0 DI 1762-IQ8 CONTROL PANEL POWER AVAILABLE WIRED SPARE O 1762-OF4 1766-L32BWA 1 DI PUMP 2 SPEED REFERENCE UPS POWER AVAILABLE WIRED SPARE O7 3 Al PUMP 2 SPEED FEEDBACK 4 DI 2 DI WIRED SPARE UPS FAULT WIRED SPARE CN VFD HIM MODULE (FOR VFD INSTALLATION) 6 DI 3 DI WIRED SPARE TVSS FAIL I WIRED SPARE 15 3 -POSITION SELECTOR SWITCH 16 4 DI PILOT LIGHT (LED) 120VAC SPD FAIL HOUR METER — ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 5 DI CALAMP INTEGRA-TR RADIO PHASE FAIL ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 6 DI ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE HIGH LEVEL FLOAT INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 31R ENCLOSURE 28 7 DI DISTRIBUTION BLOCK, THREE POLE LOW LEVEL FLOAT DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 8 DI PHASE MONITOR PUMP 1 IN AUTO FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 9 DI ENCLOSURE HEATER PUMP 1 RUNNING SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 10 DI RELAY, 120VAC, THREE POLE PUMP 1 OVERLOAD SURGE ARRESTER, ANALOG 43 TIMER, 120VAC ® 11 DI POWER SUPPLY, 24VDC PUMP 1 VFD FAIL AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 12 DI INTRINSIC BARRIER, DIGITAL PUMP 1 SEAL FAIL INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 5� 13 DI TRANSFORMER, 120/120VAC (FOR SEAL FAIL, AS REQUIRED) PUMP 1 OVERTEMP RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 14 DI PUMP 2 IN AUTO 15 DI PUMP 2 RUNNING 16 DI PUMP 2 OVERLOAD 17 DI PUMP 2 VFD FAIL 18 DI PUMP 2 SEAL FAIL 19 DI PUMP 2 OVERTEMP 0 DO ALARM BEACON REQUIRED 1 DO PUMP 1 REQUIRED 2 DO PUMP 2 REQUIRED 3 DO WIRED SPARE 4 DO WIRED SPARE 5 DO WIRED SPARE 6 DO WIRED SPARE 7 DO WIRED SPARE 8 DO WIRED SPARE 9 DO WIRED SPARE 10 DO WIRED SPARE 11 DO WIRED SPARE SLOT 1 0 DI WIRED SPARE 0 1762-IQ8 1 DI WIRED SPARE O 1762-OF4 2 DI WIRED SPARE 2 Al PUMP 1 SPEED FEEDBACK PUMP 2 SPEED REFERENCE 3 DI WIRED SPARE O7 3 Al PUMP 2 SPEED FEEDBACK 4 DI WIRED SPARE O WIRED SPARE 5 DI WIRED SPARE CN VFD HIM MODULE (FOR VFD INSTALLATION) 6 DI WIRED SPARE 13 WIRED SPARE 7 DI I WIRED SPARE 15 SLOT 0 AI WETWELLLEVEL AO 0 PUMP 1 SPEED REFERENCE 1762-IF4 1 Al CONTROL PANEL INTERIOR TEMPERATURE O 1762-OF4 1 AO 2 Al PUMP 1 SPEED FEEDBACK PUMP 2 SPEED REFERENCE CEJ UTILITY METER SOCKET O7 3 Al PUMP 2 SPEED FEEDBACK 2 AO O SLOT 3 0 AO 0 PUMP 1 SPEED REFERENCE O ENCLOSURE BACKPLATE O 1762-OF4 1 AO LL PUMP 2 SPEED REFERENCE CEJ UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) 2 AO O WIRED SPARE 10 CN CN VFD HIM MODULE (FOR VFD INSTALLATION) 3 AO 13 WIRED SPARE 14 120VAC GFI RECEPTACLE 15 ENET 111 54 El wwww 3 58 ENET LSER .aco. °° °° COAX COAX --°. 21 ENET ETHERNET/IP (SCADA NETWORK) COAX COAXIAL CABLE —SER SER SERIALCABLE NETWORK DIAGRAM 35 PARTS LIST MARK DESCRIPTION 0 ENCLOSURE STAINLESS STEEL, NEMA 4X O ENCLOSURE BACKPLATE O C14 ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) LL STAINLESS STEEL VENT SHROUD CEJ UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) O INNER DOOR 10 CN CN VFD HIM MODULE (FOR VFD INSTALLATION) m22 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GFI RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER — 111 54 El wwww 3 58 ENET LSER .aco. °° °° COAX COAX --°. 21 ENET ETHERNET/IP (SCADA NETWORK) COAX COAXIAL CABLE —SER SER SERIALCABLE NETWORK DIAGRAM 35 PARTS LIST MARK DESCRIPTION 0 ENCLOSURE STAINLESS STEEL, NEMA 4X O ENCLOSURE BACKPLATE O RADIO LIGHTNING ARRESTER ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) O STAINLESS STEEL VENT SHROUD © UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) O INNER DOOR 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 12 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GFI RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER 19 ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 CALAMP INTEGRA-TR RADIO 22 ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 25 ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE 26 INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 31R ENCLOSURE 28 DIN RAIL 29 DISTRIBUTION BLOCK, THREE POLE 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 LINE REACTOR (VFD'S)/POWER FACTOR CAPS (STARTERS) 33 PHASE MONITOR ® FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 MOTOR STARTERNFID 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 FUSE HOLDER, 24VDC 41 RELAY, 120VAC, THREE POLE 42 SURGE ARRESTER, ANALOG 43 TIMER, 120VAC ® CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 46 AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 GROUND BAR 49 INTRINSIC BARRIER, DIGITAL 50 INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 5� GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 53 TRANSFORMER, 120/120VAC (FOR SEAL FAIL, AS REQUIRED) ® RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 WIREWAY W/COVER, SIZED TO FIT �t140110 /A_� HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G1 N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com M L0 O Q > �� J M U7) w Z Z Q Z J 0- I— Z ww N V) �a S O Z un Q rn U J a F_ F_ m Ln F_ a a Z LL Fj J U a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 35 SHEET 35 of 47 IL*G9 �t140110 /A_� HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G1 N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com M L0 O Q > �� J M U7) w Z Z Q Z J 0- I— Z ww N V) �a S O Z un Q rn U J a F_ F_ m Ln F_ a a Z LL Fj J U a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 35 SHEET 35 of 47 0 LO m a c LL U) L (A C f6 Q 0 X) to T 0 X N E C a c �3 M TYPICAL PANEL POWER WIRING SCALE: NONE DIA0001 FIELD/AS NOTED FUSE 1 3 1 3 PANEL 4 N I DIGITAL INPUT (DI) X/Y/Z DIGITAL OUTPUT (DO) X/Y/Z 2 TYPICAL DIGITAL WIRING S6 SCALE: NONE DIAGOD4 I Xz 4 N FIELD/AS NOTED CONTROL PANEL 1 3 4 N ----- FUSE — — — — — — — X/Y/Z 1 3 4 N 3 TYPICAL ANALOG WIRING 36 SCALE: NONE DIA0005 1x2 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com CONTRC LPANEL J CB SMM PROJECT NO: 215-0119 M L1 36 SHEET 36 of 47 L L >a J ~ N1 N1 M0 W PL POWER ON — GI Z Z � I GFI OUTLET CONTROL POWER CR1 AVAILABLE R C Z O UPS OUTLET N UPS BATTERY BACKUP ?� �V) L N O CR2 DID Z CR2 CR2 O Ln CR2 Z a LL 11 UPS BYPASS U C1 > hereby certify that this plan, specification, RELAY or TVS LINE prepared CB me or under my direct supervision and that I TVSS am a duly Licensed 5 1 FAILURE 3 El 4 the laws of 6L D2 11 1 N TYPICAL PANEL POWER WIRING SCALE: NONE DIA0001 FIELD/AS NOTED FUSE 1 3 1 3 PANEL 4 N I DIGITAL INPUT (DI) X/Y/Z DIGITAL OUTPUT (DO) X/Y/Z 2 TYPICAL DIGITAL WIRING S6 SCALE: NONE DIAGOD4 I Xz 4 N FIELD/AS NOTED CONTROL PANEL 1 3 4 N ----- FUSE — — — — — — — X/Y/Z 1 3 4 N 3 TYPICAL ANALOG WIRING 36 SCALE: NONE DIA0005 1x2 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA � J DRAWN: SMM PROJECT NO: 215-0119 M a 36 SHEET 36 of 47 Ln >a J ~ a M0 W Z Z V) OCn^J Z O w N In. M ?� �V) J O xa Z a oc O Ln Z a LL rn U LL > hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA CURT WIMPEE, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 36 SHEET 36 of 47 N 50 100 200 CALE IN FEET rtilll`�' I. 1 rr, 1 ty 1.1 I 1 i c> o" EX,' 30 RCP m 1 �. j i , F M� 1 1 x, / 4 >^ Xr 2 O UTLOT A �- ti _ , WETLAND 1'=<�:: (10-214W) o�K�„:ww°°✓,�.ro y � 1 , — 1 - it ..� ,u i i r. I .� / f? re re.n"�`.�e "e°wvsx✓ro - .]11 !` �,. / / I - ^ I'_ -a x_ ... ' :::: \ % = iii ', I I i "� ' MAXIMUM BUFFER WIDTH IS 200 PERCENT OF THE APPLICABLE WIDTH AS REQUIRED BY RPBCWD DISTRICT ,� X 1_. r �1,,,,,a,,,a„i _. \ � ` j _ :i', � .."\ � � r , i � i BUFFER AVERAGING RULES � k ' •'�»'; _ = - \\ cP / i i , _. WETLAND FRONTAGE BUFFER AREA MIN. BUFFER WIDTH AVG. WIDTH i r - 1 1,555 LF 94,776 SF 30' 60.9' , N ,1 _ ��-I- r r" OUTLOT A e } tiL k I,' / WETLAND 2 o, WETLAND •+qy ` FRONTAGE• "^ - EXCLUDED FROM AVERAGING CALC x �� P <C OUTLOT OUTLOT C r I , ( ;tom I" IS• � i��, ;y ., = AY i V .. .WETLAND IMPACT � I = J a WETLAND 3\ 1 X, OUTLOT D WETLAND 4 WETLAND SUMMARY WETLAND CITY CLASS. RPBCWD CLASS. 1 MANAGE 1 HIGH VALUE 2 MANAGE 1 HIGH VALUE 3 MANAGE 2 MEDIUM VALUE 4 MANAGE 2 MEDIUM VALUE 5 PRESERVE EXCEPTIONAL VALUE 6 PRESERVE EXCEPTIONAL VALUE 7 MANAGE 1 HIGH VALUE 8 MANAGE 2 MEDIUM VALUE TOTAL AREA 607,299 SF / 13.942 AC WETLAND BUFFER CALCULATION ASSUMED BUFFERING REQUIREMENTS: THE CITY OF CHANHASSEN AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT HAVE BUFFER REQUIREMENTS PER WETLAND CLASSIFICATION. THE BUFFER REQUIREMENTS ARE AS FOLLOWS: 367,330 SF (8.433 AC) 6,840 SF (0.157 AC) 6,830 SF (0.156 AC) 187,925 SF (4.314 AC) 4,231 SF (0.971 AC) 538 SF (0.012 AC) 986 SF (0.023 AC) 32,619 SF (0.748 AC) Local Govetmnental Unit C of Chanhassen Rile Purgat Bluff Creek Watershed District Wetland Classification Buffet Strip Requirement Piincipal Structure Setback to Buffer Accessory Structure Setback to Buffer Wetland Classification Average Buffer Width Required Min. Buffer Width Required LOT LINE — — ROW a — —WL— —WL— WETLAND OUTSTANDING 50 50 50 N/A WETLAND BUFFER MONUMENT PRESERVE — — 20 EXCEPTIONA 80 40 MANAGE 1 25 30 15 HIGH 60 30 MANAGE 2 20 30 ]5 MEDIUM 40 20 MANAGE 3 16.5 30 15 LOW 20 10 s t i - = 2 369 LF* 22,584 SF 30' 61.2' ' v �.I { �` pr 322 LF 12,906 SF 20' 40.1' if (.� WETLAND BUFFER V., WITHIN LOT 5, BLOCK 5` 4 969 LF 39,028 SF 20' 40.3' L T 5 236 LF 40' 1* o S 1 ` EXISTING DRIVEWAY 6 89 LF 40' P TO REMAIN ADJACENT' ' TO WETLAND I DUE TO PROXIMITY TO WETLANDS 5 AND 6 THE BUFFER CALC IS DONE COMPOSITELY p 5+6 325 LF 29,434 SF***(ND WETLAND AREA wc.) 40' 90.5' --------- BLocK s ; WETLAND 5 � �; ,i, ; i \// / J 7 119 LF 16,993 SF****(Na WETLAND AREA INC.) 30' 142.8 - f, 8 335 LF 13,906 SF**** 20' 41.5' WETLAND 6 (' F' TOTAL NET BUFFER AREA (ACCOUNTING FOR OVERLAP OF WETLAND 5, 6, 7 BUFFERS = 212,634 SF ,r r'?N =4.881 AC i NOTES: WETLAND 7 'I!; I% WETLAND 2 FRONTAGE IS CALCULATED ALONG NORTH, EAST, AND SOUTH LIMITS. THE WEST ✓ r , "$' I P PERIMETER IS EXCLUDED AS ITS PROXIMITY TO THE PROJECT BOUNDARY DOES ALLOW FOR MIN t _ BUFFER WIDTH. AN IMPACT IS PROPOSED TO WETLAND 3 TO CONSTRUCT A ROADWAY CONNECTION TO THE PROPERTY TO THE SOUTH. THE REMAINING PORTION OF 3 TO REMAIN WILL BE WITHIN THE WETLAND BUFFER PROVIDED FOR WE 4. THE BUFFER CALCULATION FOR WETLAND 3 IS CALCULATED ON THE EAST PORTION OF THE WETLAND. " / �'r,l I ;✓ *** WETLANDS 5 AND 6 BUFFER AREA IS CALCULATED COMPOSITELY, INCLUDING AREA AROUND WETLAND F CO I I R 7 SINCE WETLANDS ARE VERY CLOSE IN PROXIMITY (ALL AREA IS WITHIN 150' OF WETLANDS 5 & 6). ****WETLAND 7 BUFFER AREA OVERLAPS WITH PART OF WETLAND 6 BUFFER AREA. ,�� WETLAND IMPACT DATA �,•I / CLao" I�/ / OUTLOT E WETLAND IMPACT: ' /I / WETLAND 8 ,i/ `R;� � WETLAND 3 = 2,565 SF /,,., j (OFFSITE MITIGATION IS PROPOSED) LEGEND: - — — — — —- EASEMENT LINE — BUILDING SETBACK PROJECT NO: 215-0119 PROPERTY LINE 5 LOT LINE — — ROW a — —WL— —WL— WETLAND DELINEATION WETLAND BUFFER O WETLAND BUFFER MONUMENT Z WETLAND BUFFER STRIP t0 WETLAND IMPACT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com TEAM DATA DESIGNED: J GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 37 5 37 of 47 a J Z t0 QLU o Q LU J ~ Im (n Ld Z ZZ n a O I. -Z w Z O wV) a ?� <V) J X a Ln a Z LU LL rn U LL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 37 SHEET 37 of 47 j DPY COVER ,1ti ' i4 LAZOC r' eek:,tv�� % '! a ?1 :101 :10141b = 0 • IT= • • 0 50 100 SCALE IN 200 FEET TREE PRESERVATION NOTES: 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS, THE DRIP LINES OF EXISTING TREES TO BE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT INCLUDED AS PART OF THE EXISTING TREE INVENTORY. 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. LEGEND sz. 0 EXISTING TREE TO REMAIN 0153! X EXISTING TREE TO BE REMOVED TREE PROTECTION FENCE F 9 \;\ �� DONS �t4o" FOR o —I M GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Qz 4% a z I O I oc W T < W F 9 \;\ �� DONS �t4o" FOR o —I M GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: JG PROJECT NO: 215-0119 SHEET 39 39 of 47 Qz 4% a z O oc W W J a L0 a c L Z >Q a M O) m Z LLI Z 0 CL ~ W p p t- wN z LLI a > z �a J W O �a 2a z_ LL rn C) LL H 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: JG PROJECT NO: 215-0119 SHEET 39 39 of 47 4�1 1 1 I I it 1\ it t ------------ Ali T 7 It N LINE OF THE SE 114 OF NE 114 OF SE 114 OF SEC 23 Oil I < 7335--, 7336i Q - - - - - - - -01 rz < II 1 f SOL, H OF THE NORTH 730.00 F& y ' Ll ALONG WEST LINE OF SEC. 24 AS IE i it z EDGE WETLAND �-2056 r-2053 '-2055 4 Lu < ZOSn PER DNI41.5ERV. 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Z27 X Ld j > (A EL z 8 j 9 V) _J� 2'r it ZqQ:,�-�WWffil_TRAI �U, Cl J ly4r- (D < /2W > LU [Fk%MMN 1 -2j 2139 IN Y ff J z 0 Lr) < It ✓ • LL CC) 21 x 0 LU r 7 A 218 X m fill I hereby certify that this plan, -2S)_7 specification, or report was c2t N1,4 2246. 0# (D 0 prepared by me or under my I Is LTi 21745 direct supervision and that I ;2 0 J1711 23 2&zL,7—\ ILI 2249 2 51 -2 �-26 t--2612 2658-- 2655 PROFESSIONAL ENGINEER under —22 Wo the laws of the State of WS ^7J__ ! / 8 // r _-__---'-_.0-1_C'�` z%l2/2 {/ ,/i(\� ^..�..,�.�.;..�A';�\ \ \.s \ A\ \...� \ \y `.��\��-�� ..�yIIy� rt, �I .90� 4} I�\ {{ i \/ �1jI - �i'i/li(lt,'Yi j 1 i// ; ('1 � \ L/ �ir ..�A\ ��, / ' cls!1` ./v ��(r'-r/' // I I .I:1i'...,. zf35—©C\ �, \�\ \6 25\ V\� A ___y-�.. , /�Ob�i''�`'�,�Z� E�.-t• i- - I!- !. A •j l� �: C- �-. �--� M -- ♦- �►/!♦r- -�• I '; i . I !I ` f�' \ vjI `\ \ , •;I \, l / ` i/J / l( /_ / 1- - _;i,! 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LMc OF ]Y(� E) O \ / / ! \ ♦ r �, r \\\ l\ \N.\ 'I IoF\sf//�\OFsc _ \ \ \ \ \ Iryz•3g$55 / \--�-_J/ L.....,\j.'_.... /r N o' �\ ' prepared b me or under m /:�. - \ n . 1 I F' N t t \ I \ \\, specification, a report was a /.% ,,. a y l" '� •\ \. \I I \ \ �� 71 ` \ /� �e�\`.\ -\ N I /.i `,- \X \ P P Y Y l \ \ I `' \ \ l \ J_ p1� a ?0.z i \fir-zses \ "� % \ \ P .� D direct supervision and that I - _ _ n \ \ \ y \ a \ \,t, ` ``4 /; 4,_�= - \ Q am a duly Licensed %`/''M _\4D \'� !/ \ m %// , � 1 `h.�? PROFESSIONAL ENGINEER under %�` „�.ro-�� \ the laws of the State of b % i % N %1 INN %r1 l ( / / i •/ / ` \ , , .. -- / T I) i - NV N N // / �\ \ (•'%lO '//�E il'✓E ''s MINNESOTA LO ` \ \ N5 O \ /\ Y �A1 , / . •p, t ' __'-, Y• I \ �. 25� % �G 1 , / \ MARK RAUSCH, PE 2 O �% " \\ \ �\ \��' \\ \` \\\,r' \\\\\'`\ `\ S ��1y �ymm- N'N \ ' ` fNheRz 2 A �// �% �i`� \ \ . (A). N .\ \\N\ \\`\` Y�C�)`@sA10 O \\• \ \\\\ \I`' \, \ \\ O\ ; ,\V ; I- I - 1 O �.�''i ,"/Y�J r; 5 b/ /% rll em , \ �J\�h4' m �\, O i m \ ! 1 \ m, -h . o / i ,o `v' \ Date License No. LEGEND 524 OEXISTING TREE TO REMAIN 0,52, X EXISTING TREE TO BE REMOVED TREE PROTECTION FENCE 7- 0 0 25 50 100 SCALE IN FEET r N pyN \ \ M\\ \ A 1 \ S } \ F \ \ I i \ (� `� \ r D \Y \ \N \ S n I I 1 I m , \ \� i t , / N \/ 1 / H `\ e \ \ \ m• h \\ QUALITY ASSURANCE/CONTROL `•.� 846. . mA\ V A A '�' ( N�I�\i t I I lawl'\ 1 V A /✓� V\\m A H•�; �� ..mv '�•�� t Q A N iii ! C'JI I I i \7\CC,n .w. �i m ♦4k# m ^. \ ` 1 I M I { ( I ( p1 ,%-.. t I \ 275 ♦ , G\. ! / \ x,. \ BY \ f / \ '1\♦TMJ' •/\9r ` �x \ -�1 DATE r•. \ 959 I \ ! \ 2876-, DATE ISSUE 14, IN i 1 I } l N I, } * A 54` .c l 11 ivy, A'V . A i •/ f r_ . A ''1 r ,. _ A r ,y 2� ^ l } ` } , i - 1 i 3 .� l o ( _� / A B� \ a 1 ML -2833 \ \ \\\ \\'` \ O`N , -Y27 8 1 \ I } ! n l i ' !' r\../ \ 26j�, / IN N O N AW 282 ••` ? `` \ xS„/ f \ l* a., •� ' ' �` ( �\ , O \• \�\a, O\ t \ \ I I n, } V; I .V y 79- �� ! zfi i (O + . J\ .4% �\ 2yo�\\ m�1 ° Oy"J.O�NrN`m AV \ \♦C� !6e�o Pm� \O , 2840- NO2A@44- _279} 4111'O \8 i Mk I hits 416 \b_* *426 \ / 26 WN 2 Z Il zNil "y\a R �, h\ 1 N♦ 1PROJECT TEAM DATA d�:J.y� `VyG+` R%'1`� Ano'cfi� f mN \ \ \ \ \\ \<' \ \ \ \ `\ i AMfr i,',`' `I\t\ \ \\\O '.N• 't `\'mr^° •, \°nS°+- \ \ \t\ \OmH` _ \O`; \ \Nr'-(�tn'Rtji\ V\ \ . I ` \ \-._, . �\J�/ �M ��... H I ,�,\y r�.�� .� _0t',r��'>J�\'v/=� DESIGNED: MPR \ } t0\III ,00 2666 i DRAWN: JG�R �0 \ N ^ -0119RVG \45as` PROJECT NO: 215 Ri O ,\ \t\ , I I - -----L 41 t x659- 1/ \y,�6 \ \ \. \ \ ` SHEET 41 of 47 I I I I l r j '1 I I I I fnti I I ! 1 1w IIlIl1( ( il)t1!) ! ! ) 1 11)1 ) )7il)1 i IF / ! /1 �I 41 \ r, / I 2239-� \ 1 / ` \ _ \ • • \ �_ O / ✓ zznl! 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LMc OF ]Y(� E) O \ / / ! \ ♦ r �, r \\\ l\ \N.\ 'I IoF\sf//�\OFsc _ \ \ \ \ \ Iryz•3g$55 / \--�-_J/ L.....,\j.'_.... /r N o' �\ ' prepared b me or under m /:�. - \ n . 1 I F' N t t \ I \ \\, specification, a report was a /.% ,,. a y l" '� •\ \. \I I \ \ �� 71 ` \ /� �e�\`.\ -\ N I /.i `,- \X \ P P Y Y l \ \ I `' \ \ l \ J_ p1� a ?0.z i \fir-zses \ "� % \ \ P .� D direct supervision and that I - _ _ n \ \ \ y \ a \ \,t, ` ``4 /; 4,_�= - \ Q am a duly Licensed %`/''M _\4D \'� !/ \ m %// , � 1 `h.�? PROFESSIONAL ENGINEER under %�` „�.ro-�� \ the laws of the State of b % i % N %1 INN %r1 l ( / / i •/ / ` \ , , .. -- / T I) i - NV N N // / �\ \ (•'%lO '//�E il'✓E ''s MINNESOTA LO ` \ \ N5 O \ /\ Y �A1 , / . •p, t ' __'-, Y• I \ �. 25� % �G 1 , / \ MARK RAUSCH, PE 2 O �% " \\ \ �\ \��' \\ \` \\\,r' \\\\\'`\ `\ S ��1y �ymm- N'N \ ' ` fNheRz 2 A �// �% �i`� \ \ . (A). N .\ \\N\ \\`\` Y�C�)`@sA10 O \\• \ \\\\ \I`' \, \ \\ O\ ; ,\V ; I- I - 1 O �.�''i ,"/Y�J r; 5 b/ /% rll em , \ �J\�h4' m �\, O i m \ ! 1 \ m, -h . o / i ,o `v' \ Date License No. LEGEND 524 OEXISTING TREE TO REMAIN 0,52, X EXISTING TREE TO BE REMOVED TREE PROTECTION FENCE 7- 0 0 25 50 100 SCALE IN FEET r N pyN \ \ M\\ \ A 1 \ S } \ F \ \ I i \ (� `� \ r D \Y \ \N \ S n I I 1 I m , \ \� i t , / N \/ 1 / H `\ e \ \ \ m• h \\ QUALITY ASSURANCE/CONTROL `•.� 846. . mA\ V A A '�' ( N�I�\i t I I lawl'\ 1 V A /✓� V\\m A H•�; �� ..mv '�•�� t Q A N iii ! C'JI I I i \7\CC,n .w. �i m ♦4k# m ^. \ ` 1 I M I { ( I ( p1 ,%-.. t I \ 275 ♦ , G\. ! / \ x,. \ BY \ f / \ '1\♦TMJ' •/\9r ` �x \ -�1 DATE r•. \ 959 I \ ! \ 2876-, DATE ISSUE 14, IN i 1 I } l N I, } * A 54` .c l 11 ivy, A'V . A i •/ f r_ . A ''1 r ,. _ A r ,y 2� ^ l } ` } , i - 1 i 3 .� l o ( _� / A B� \ a 1 ML -2833 \ \ \\\ \\'` \ O`N , -Y27 8 1 \ I } ! n l i ' !' r\../ \ 26j�, / IN N O N AW 282 ••` ? `` \ xS„/ f \ l* a., •� ' ' �` ( �\ , O \• \�\a, O\ t \ \ I I n, } V; I .V y 79- �� ! zfi i (O + . J\ .4% �\ 2yo�\\ m�1 ° Oy"J.O�NrN`m AV \ \♦C� !6e�o Pm� \O , 2840- NO2A@44- _279} 4111'O \8 i Mk I hits 416 \b_* *426 \ / 26 WN 2 Z Il zNil "y\a R �, h\ 1 N♦ 1PROJECT TEAM DATA d�:J.y� `VyG+` R%'1`� Ano'cfi� f mN \ \ \ \ \\ \<' \ \ \ \ `\ i AMfr i,',`' `I\t\ \ \\\O '.N• 't `\'mr^° •, \°nS°+- \ \ \t\ \OmH` _ \O`; \ \Nr'-(�tn'Rtji\ V\ \ . I ` \ \-._, . �\J�/ �M ��... H I ,�,\y r�.�� .� _0t',r��'>J�\'v/=� DESIGNED: MPR \ } t0\III ,00 2666 i DRAWN: JG�R �0 \ N ^ -0119RVG \45as` PROJECT NO: 215 Ri O ,\ \t\ , I I - -----L 41 t x659- 1/ \y,�6 \ \ \. \ \ ` SHEET 41 of 47 TREE INVENTORY & CALCULATIONS tdG. :-D.B.H IV MMIDN NA E _ : _ REMOVE NOtES ..: 1362 56 Red Oak X Specimen 2001 16859,8 Linden X a 2002 11 LBI X LBI losttag) 2003 11 Colorado Blue Spruce X 0 2004 12 Colorado Blue Spruce X F - 2005 10 Colorado Blue Spruce X Q 2006 12 Colorado Blue Spruce X 2007 10 Colorado Blue Spruce X 2008 10 Colorado Blue Spruce X W 2009 10 Colorado Blue Spruce X U) 2010 12 Colorado Blue Spruce X W 2011 11 Colorado Blue Spruce X M 2012 11 Box Elder X a 2013 1 1718,15 Swam Willow Black X Specimen 2013 12 Box Elder X Dead 2014 20,15,10,15 Swam Willow X 2015 20,17 Swam Willow X GC 2016 12 Bax Elder X 0 2017 12 Box Elder X Specimen 2018 10 Box Elder X 2019 10 Box Elder X W 2020 12 Cottonwood X > z 2021 11 Ash X LBI (lost tap) 2022 14 Quaking Aspen X Deer Stand 2023 1912108 Black Willow X Multistem leaders are unioned at ground 2024 13 Green Ash X *appears to be same tree as 50- Veryunusual 2025 12,11 Black Willow X *appears to be same tree as 49 - Veryunusual 2026 13,129,8,7 Black Willow X 2027 13 Silver Ma le X 2028 16 Scotch Pine X 2029 11 Douglas Fur X 2030 10 Scotch Pine X Dead 2031 15 Norway Spruce X Dead 2032 8,4,4,6,8 White Cedar X 2033 13 Box Elder 2034 11 LBI LBI losttag) 2035 24 Box Elder 2036 16 Green Ash 2037 12 Box Elder X Tree stand/game camera 2038 11 Box Elder X 2039 15 Box Elder X 2040 13 Box Elder 2041 24 Cottonwood Dead 2042 16,10 Black Willow 2043 11,8 ,8 Cottonwood 2044 18,16,14 Cottonwood Dead 2045 12,64 Basswood 2046 17 Hickory Now = 2754 2047 10 Red Maple X Multi stemmed split at round 2048 10 Basswood X Hollow with major leaders damaged fall on 2049 7,6,4 Hickory X 2050 13 Box Elder X 2051 18 Box Elder X 2052 106,6 Balsam Poplar X 2053 9,6 Balsam Poplar X 2054 13 Box Elder X Dead 2055 9,8 Box Elder X 2056 15 Slippery Elm 2057 11 Eastern Red Cedar X 2058 8,4 Hickory X 2059 13 Basswood X 2060 10 Slippery Elm X 2061 39 Basswood X 2062 32 Basswood X 2063 13 Box Elder X 2064 10 Basswood X 2065 14,7 Basswood X 2066 15 Box Elder X 2067 13 HickorV X 2068 15 Sugar Male X 2069 13,8,10 Box Elder X Growing arallel to round/leaner 2070 15,11 Box Elder X 2071 16,16 Black Willow X 2072 1 10,8,7 River Birch X LBI (lost tag) 2073 17,14,8 ,7 Swamp Black Willow X 2074 4,12,15,117 Swam Willow X LBI 2075 12,9 Swam Willow X 2076 16,14,13 Swam Willow X 2077 14,12 Black Willow X 2078 17 Black Willow X 2079 12 Black Willow X 2080 17 Black Willow X 2081 16,13 Black Willow X 2082 13 Black Willow X 2083 18 Bax Elder X 2084 13 Box Elder X 2085 12 Cottonwood X 2086 10 Box Elder X 2087 10 Green Ash X 2088 10 Box Elder X 2089 18 14,7 Box Elder X Imultistemmed leaders at round union 2090 12,14 Box Elder X 2091 15 Box Elder X 2092 14,10 A. Elm X dead 2093 10 Slippery Elm X 2094 13 Black Willow X 2D95 20 Cottonwood X LBI losttag) 2096 17 Black Willow X *2099 and 2100 are lost 2097 10 Flowe ring Crab X Double Stem 2098 11 Flowering Crab X 2099 9 Flowe ring Crab X 2100 it Flowering Crab X 2101 11,7,4 Box Elder X Multi -stemmed leaders are untamed at ground 2102 15 Box Elder X 2104 10 Box Elder X 2105 11 Box Elder X 2106 15 Black Willow X 2107 14 Box Elder X 2108 10 Box Elder X 2109 14 Box Elder X 2110 10 Box Elder LBI TAG N COMMON NAME ' REMOVE NOTES 2111 11 Box Elder X 5 2112 12 Box Elder X a 2113 11 Box Elder X z 2114 12 Box Elder X 0 2115 12 Box Elder X F - 2116 10 Box Elder X Q 2117 10 Slippery Elm X 2118 12 Box Elder 2119 17 Box Elder W 2120 17 Box Elder U) 2121 16 Bur Oak W 2122 14 Red Oak X M 2123 11 Bur Oak X a 2124 17 Box Elder X Specimen 2125 19,17 Black Willow X Dead 2126 2016 Quaking Aspen X 2127 10 Basswood X GC 2128 12 Black Walnut X 0 2129 10 Box Elder X Specimen 2130 12 Bur Oak X 2131 106 Box Elder X W 2132 12 Box Elder X > z 2133 27 Cottonwood LBI (lost tap) 2134 23 Cottonwood X Deer Stand 2135 18,18 Cottonwood X Multistem leaders are unioned at ground 2136 18 Cottonwood X *appears to be same tree as 50- Veryunusual 2137 18 Cottonwood X *appears to be same tree as 49 - Veryunusual 2138 20 Cottonwood X 2139 10,8 Box Elder 2140 11 Box Elder 2141 12 Black Willow X 2142 11 Box Elder Dead 2143 12,8,7 Box Elder Dead 2144 12 Box Elder 2145 10 Box Elder 2146 11 Box Elder 2147 10 Box Elder 2148 11 Box Elder 2149 12 Box Elder X Tree stand/game camera 2150 11 Box Elder X 2151 1211 Basswood X 2152 12 Box Elder 2153 11 Box Elder Dead 2154 10 Box Elder 2155 10 Hickory 2156 11 Hickory Dead 2157 21 Box Elder 2158 10,8 Box Elder Now = 2754 2159 12,12 Basswood X Multi stemmed split at round 2160 62 Basswood X Hollow with major leaders damaged fall on 2161 11,7,4 Basswood X 2162 10 Basswood X 2163 10 Basswood X 2164 15 Red Oak X 2165 10,4 Basswood X 2166 10 Basswood X Dead 2168 18,12 Box Elder X 2169 1 12,11 Box Elder 2170 9,6 Box Elder X 2171 12 Box Elder X 2172 12 Basswood X 2173 12 Norway Spruce X 2174 12 Slippery Elm X 2175 13 Red Pine X 2176 13 Basswood X 2177 13 Basswood X 2178 12 Eastern Red Cedar X 2179 10 A. Elm X 2180 10 Box Elder X 2181 9,9 Box Elder X 2182 9,10 Cottonwood X Growing arallel to round/leaner 2183 16 Cottonwood X 2184 12 Box Elder X 2185 13 Box Elder X LBI (lost tag) 2186 10 Bax Elder X 2187 9,5 LBI X LBI 2188 14 Colorado Blue Spruce X 2189 12 Colorado Blue Spruce X 2190 11 Colorado Blue Spruce X 2191 10 Colorado Blue Spruce X 2192 12 Colorado Blue Spruce X 2193 11 Colorado Blue S ruce X 2194 10 Quaking Aspen X 2195 12 Cottonwood X 2196 11 Quaking Aspen X 2197 10 Colorado Blue Spruce X 2198 12 Colorado Blue Spruce X 2199 11 Colorado Blue Spruce X 2200 12 Colorado Blue Spruce X 2201 10 Colorado Blue Spruce X 2202 10 Colorado Blue Spruce X 2203 8,7,6,5 American Maple X 2204 12 Colorado Blue Spruce X 2205 14 Colorado Blue Spruce X 2206 11 Black Spruce X 2207 it Colorado Blue Spruce X 2208 11 Colorado Blue Spruce X LBI losttag) 2209 12 Colorado Blue Spruce X 2210 11,6 Blue Spruce X Double Stem 2211 14 Flowering Crab X 2212 10 Bur Oak X 2213 17 Eastern Red Cedar X 2214 10,6,7,7,9 Amur Ma le X 2215 16 Box Elder X 2216 it Algerian Elm X 2217 14 Box Elder X 2218 14 Maple X 2219 1 11 Black Spruce X 2220 11 Black Spruce X 2221 11 Black Spruce X 2222 LBI LBI TAO 2223 b. B.H IN 11 COMMONNdM a'l Black Spruce R X N TES' 2224 10 White Spruce X 5 2225 10 Spruce X a 2226 11 White Spruce X z 2227 16 Black Willow X 0 2228 22,8 Black Willow X F - 2229 1415 Black Willow X Q 2230 11 Black Willow X 2231 10 Red Oak 2232 17 White Pine W 2233 15 Red Oak U) 2234 15 Red Oak W 2235 14 Basswood X M 2236 12 Basswood X a 2237 47 White Oak X Specimen 2238 14 Elm X Dead 2239 12 Basswood X 2240 11 Box Elder X GC 2241 12 Black Cherry X 0 2242 21 Hickory X Specimen 2243 10,7 Basswood ~ 2244 13 Box Elder W 2245 14 Box Elder a > z 2246 15 Box Elder LBI (lost tap) 2247 12 A. Elm X Din 2248 8,6 Hickory X (`- 2249 14 A. Elm X *appears to be same tree as 50- Veryunusual 2250 13 10 Box Elder X *appears to be same tree as 49 - Veryunusual 2251 10 Box Elder X 2252 10 Box Elder 2253 10 Hickory 2254 10 SlipperorRed 2255 13 Red Oak Dead 2256 11 Hickory Dead 2257 13 Box Elder 2258 16 Box Elder 2259 14 Box Elder 2260 10 Hickory 2261 13 White Oak 2262 11 A. Elm X Tree stand/game camera 2263 11 Box Elder X 2264 13 Box Elder X 2265 14 A. Elm 2266 15 Basswood Dead 2267 12 Basswood 2268 14 Red Oak 2269 13 A. Elm Dead 2270 114 Basswood 2271 12 Red Oak Now = 2754 2272 14 Norway Spruce X 22;3 12 Colorado Blue Spruce X 2274 13 Norway Spruce X 2275 13 Colorado Blue Spruce X 2276 10 Black Spruce X 2277 136 Slippery Elm X 2278 14 Basswood X 2279 10,10 Basswood X Dead 2280 11 Basswood X 2281 10 Basswood 2282 10 Basswood X 2283 10 Basswood X 2284 10 Basswood X 2285 12 Basswood X 2286 10 Basswood X 2287 10 Basswood X 2288 10 Basswood X 2289 10,6,5,4,4 Basswood X 2290 7,6,6,6,6,5,4 Basswood X 2291 8,7,4,5,4 Basswood X 2292 7,6,6,5,3 Basswood X 2293 7,5,4,3 Basswood X 2294 9,4 Basswood X Growing arallel to round/leaner 2295 814 Basswood X 2296 9,6,5,4 Basswood X 2297 10,5,3 1 LBI LBI (lost tag) 2298 10,6,4 Basswood X 2299 9,5 Basswood X 2300 9,7 Basswood X 2301 18 Colorado Blue Spruce X 2302 14 Blue Spruce X 2303 12 Colorado Blue Spruce X 2304 12 Colorado Blue Spruce X 2305 10 Colorado Blue Spruce X 2306 13 Colorado Blue Spruce X 2307 12 Colorado Blue Spruce X 2308 11 Colorado Blue Spruce X 2309 1 11 Blue Spruce X 2310 12 Norway Spruce X 2311 10 Norway Spruce X 2312 11 White Spruce X 2313 10 Black Spruce X 2314 12 Colorado Blue Spruce X 2315 13 Colorado Blue Spruce X 2316 12 Norway Spruce X 2317 11 Green Ash X 2318 9,7,6,6,5 Basswood X 2319 10,9,8,7 ,7 Basswood X 2320 6,6,6,6,5,5 Basswood X LBI losttag) 2321 9,5,3 Basswood X 2322 7,6,6,6,4 Basswood X 2323 12,10 Basswood X 2324 10 Cottonwood X 2325 10,8,8,6,4 Basswood X 2326 10,10,105,4 Basswood X 2327 11 Basswood X 2328 1 10 Rock Elm, X 2329 13 Rock Elm X 2330 11 Cottonwood X 2331 11101087 Basswood X 2332 8,7,6,5 Basswood X 2333 7,6 ,5 Basswood X T G 2334 D.B.H IN ; 8,4 ' `COMMON NA Basswood REMOVNOTES X 2335 11 10 9,8 Basswood X 5 2336 11,8,7,7 Basswood X a 2337 9,6 3,3 Basswood X z 2338 11 Basswood X 0 2339 7,4,3 Basswood X F - 2340 8,6,6,3 Basswood X Q 2341 9,6,5,4,4 Basswood X 2342 12 Green Ash 2343 10,8 Green Ash W 2344 11 Basswood U) 2345 11 Elm W 2346 10 Elm X M 2347 12,6 S 4 Basswood X a 2348 10,13 Basswood X 2349 16 Red Oak X z 2350 10 White Pine X 2351 10 Scotch Pine X GC 2352 14 Slippery Elm X 0 2353 10,9,5 River Birch X F - 2354 10 Black Spruce ~ 2355 11 White Spruce W 2356 13 Bi Tooth As en a > z 2357 LBI LBI (lost tap) 2358 12 Sugar Ma le X 2359 13 Sugar Male X (`- 2360 17 Slippery Elm X 2361 11,10,9 Box Elder X 2362 10 Sugar Maple X 2363 37 Red Oak 2364 10 A. Elm 2365 10 Black Cherry 2366 10 A. Elm 2367 10 Slip ery Elm Dead 2368 9,6 Ironwood 2369 12 Black Cherry 2370 11 Slippery Elm 2371 13 Red Oak 2372 13 Red Oak 2373 1 23 Red Oak Tree stand/game camera 2374 20 Red Oak 2375 14 Red Oak 2376 12 A. Elm 2377 11,9,8,7,7 Basswood 2378 12 Red Oak 2379 10 Black Cherry 2380 15 S. Elm Dead in fence 2381 12 Green Ash 2382 LBI Now = 2754 2383 11 Black Cherry X 2384 8,7 A. Elm X 2385 10 Sugar Maple X 2386 13 Hackberry X 2387 10 Green Ash X 2388 10 Green Ash X 2389 11 Black Maple X 2390 1 11,12,6 Basswood X Dead 2391 12 Basswood X 2392 11,10 Basswood 2393 12 Basswood X 2394 13 Basswood X 2395 14 Box Elder X 2396 11 Hackberry X 2397 11 Elm X 2398 14 Black Cherry X 2399 7,6 6,5,5 A. Maple X 2400 15 S. Elm 2401 10,7,7,6 Basswood 2402 10 Basswood 2403 13 Basswood 2404 10 Basswood 2405 9,7 6 6 Basswood Growing arallel to round/leaner 2406 12 Box Elder 2407 12 Box Elder 2408 10,5,3 1 Basswood 2409 11 Basswood 2410 13 Basswood 2411 27 Basswood 2412 10 Slippery Elm 2413 31 Red Oak 2414 22 Red Oak 2415 10 Basswood 2416 10 Basswood 2417 10 Basswood 2418 12 Basswood 2419 11 Basswood 2420 12 Basswood 2421 9,8 Basswood 2422 10 Basswood 2423 9,9 Basswood 2424 11 Basswood 2425 10 Sugar Male 2426 10 Basswood 2427 12 Basswood 2428 22 Black Maple X 2429 11 Elm X 2430 10 Basswood X 2431 LBI LBI losttag) 2432 11 Basswood X KEY LN - DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY LBI - LEFT BLANK INTENTIONALLY CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM - DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM - DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHER DUE TO AGE, DISEASE OR INFESTATION CDT - DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. DBR - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION l5C'�10 GOXAI,�, fQ �O GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com �J z GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 42 SHEET 42 of 47 z 5 a z 0 F - Q W U) W M a M L0 `Q i z 00 Ln m GC V, Z w Z 0 Z_ N F - ~ CL W 0 0 I- WN Z a > z 2Q W �aLU Z_ LL am U Ll.. (`- I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 42 SHEET 42 of 47 TREE INVENTORY & CALCULATIONS MQN NAME T i D.33.H IN COM REMOVE NOTES 2433 10 Basswood X LBI 2435 7,6,6,5 River Birch X J 2436 10,4,3 River Birch X a 2437 8,8 ,7 River Birch X z 2438 9,6,5 River Birch X 0 2439 7,6,5,3 White Birch X F— 2440 8,6,7,4 River Birch X a 2441 10,6 ,6 River Birch X 2442 12 Green Ash X 2443 13 Green Ash X L LI 2444 12 Green Ash X W 2445 14 Green Ash X Stemmed ironwood rare and large forspecies 2446 611 Slippery Elm X cc 2447 9,9,6,7 Slipper Elm X multiple leads stemmed at the ground 2448 86 Easter Cottonwood X 2449 10 Green Ash X Dying -Dead 2450 12 Green Ash X 2451 10 Green Ash X �. 2452 11 Green Ash X Dead 2453 10 Green Ash X LBI 2454 10 Green Ash X LBI 2455 10 Green Ash X > zolf 2456 11,9 Quakin As en X LU 2457 96 Quakin As en X W 2458 7,7,6 Flowering Crab X F— 2459 10 Locust X 2460 9 Elm X Specimen 2461 16 Red Oak X Din 2462 10 Ash X on barbed wire fence 2463 10 Borflow X multistemmed inc bark @ union 2464 9 Hackberry X Specimen 2465 10,8 Basswood X 2466 12 Black -Cherry X 2467 10 Hackberry X 2468 11 Rock Elm X 2469 10 Red Oak X 2470 10 Borw Ash X 2471 10 Bax Elder X 2472 10,7 Box Elder X 2473 37,9,23 Red Oak X Multi stemmed 2474 17 Sugar Maple X 2475 12 Box Elder X 2476 12 Hackberry X 2477 10,9 Ironwood X 2478 12 Ash X 2479 15 Black Willow X 2480 20 Green Ash X 2481 15 Hackberry 2482 13 Hackberry X Property Southeast 2483 14 Red Oak X 2484 14 Swam Willow X 2485 16 Slippery Elm X 2486 12 Green Ash X Specimen 2487 10 Green Ash X 2488 10 Black Cherry X 2489 10 Slippery Elm X 2490 10 LBI X Now =13962 2491 18 Red Oak X 2492 18 Red Oak X 2493 14 Cottonwood X 2494 14 Flowering Crab X 2495 10 Cottonwood X 2496 10 Green Ash X 2497 10 Green Ash X 2498 10 Green Ash X 2499 11 Green Ash X 2500 12 Cottonwood X Deer Stand 2501 10 Green Ash X 2502 10 Green Ash X 2503 10,9,8 Siberian Elm X 2504 12 Eastern Red Cedar X id 2505 10,5 Eastern Red Cedar X Multiple Lender unioned @ 3ft on the trunk 2506 9,8 Siberian Elm X Dead 2507 10 Box Elder X id 2508 14 Hickory X id 2509 16 Eastern Red Cedar X id 2510 10 Black Maple X 2511 14 Sugar Maple X 2512 10 Sugar Maple X 2513 18 Red Oak X 2514 11 Rock Elm X 2515 39 Sugar Maple 2516 14 Su ar Maple X 2517 15 Sugar Maple X 2518 14 Hickory X Dead 2519 12,10 Red Oak X 2520 10 Sugar Maple X 2521 11 Sugar Maple X 2522 10 Slippery Elm X 2523 13 Black Cherry X 2524 14,7 Red Oak 2525 13 Siberian Elm X 2526 12 Red Oak X 2527 10 Green Ash X 2528 13 Black Cherry X 2529 12 Flowering Crab X 2530 10 Basswood X 2531 12 Box Elder X 2532 13 Black Cherry X 2533 13 Basswood X 2534 10 Basswood X 2535 10 Basswood X 2536 13 Rock Elm X 2537 12 Rock Elm, X 2538 12 Ash X 2539 11 Basswood X 2540 12 Basswood X 2541 13 Black Cherry X 2542 10 Black Walnut X 2543 12,7,6,6 Basswood X 2544 12 Green Ash X TAG; D.B.H (IN) t0 MMON NAN{E' REMOVE NOTES 2545 10 Black Cherry X LBI 2546 10 Black Cherry X J 2547 12 Black Maple X a 2548 11 A. Elm X z 2549 12 Box Elder X 0 2550 11 Black Cherry X F— 2551 10 Black Cherry X a 2552 9,7 Green Ash X 2553 10 Green Ash X 2554 85 Slippery Elm X L LI 2555 9,7,4 Basswood X W 2556 12 Cork Elm Stemmed ironwood rare and large forspecies 2557 9,11,7,7 Ironwood X cc 2558 9,8,4,6 Ironwood multiple leads stemmed at the ground 2559 14 Black Elm a 2560 10 Black Elm X Dying -Dead 2561 10 Hackberry X 2562 10 Green Ash X �. 2563 15 Black Willow X Dead 2564 11 LBI X LBI 2565 13 LBI X LBI 2566 10 Cedar X > zolf 2567 116 Basswood X LU 2568 11,7,5 Basswood X W 2569 17 Red Oak X F— 2570 13 Red Oak X 2571 56 Red Oak Specimen 2572 11 White Oak X Din 2601 10 Ironwood X on barbed wire fence 2602 18,20 Red Oak X multistemmed inc bark @ union 2603 20 Red Oak X Specimen 2604 19 Red Oak X 2605 10 Norway Spruce X 2606 13 Norway Spruce X 2607 14 1 White Spruce X 2608 13 Norway Spruce X 2609 10 Black Spruce X 2610 11 Blue Spruce X 2611 10 White Spruce X 2612 10 Blue Spruce 2613 11 Blue Spruce X 2614 10 Black Spruce X 2615 1 12 Blue Spruce X 2616 13 Red Pine X 2617 10 Black Spruce X 2618 12 Norway Spruce X 2619 11 Blue Spruce X 2620 13 Blue Spruce 2621 17,13,5,5 Basswood X Property Southeast 2622 13 Red Oak X 2623 13 Basswood X 2624 7,6,5 Basswood X 2625 43.5 Red Oak X Specimen 2626 20 Basswood X 2627 15 Basswood X 2628 13 Red Oak X 2629 10 Red Oak X Dying -Dead 2630 14 Bur Oak X 2631 13 Slippery Elm X 2632 13 Red Oak X 2633 10 A. Elm X 2634 26 Rock Elm X 2635 32.5 White Oak X 2636 40 White Oak X 2637 13 Basswood X 2638 10 Bur Oak X 2639 11 White Oak X Deer Stand 2640 11 A. Elm X 2641 13 A. Elm X 2642 13 Basswood 2643 10 Hickory No to(point no. id 2644 27 White Oak X Multiple Lender unioned @ 3ft on the trunk 2645 13 A. Elm No to(point no. Dead 2646 13 A. Elm No to(point no. id 2647 10 Black Walnut 1No to(point no. id 2648 1 11 Black Walnut I INo to(point no. id 2649 14 Black Walnut X 2650 12 White Pine X 2651 11 White pine X 2652 18 Green Ash X 2653 19 Silver Maple 2654 14 Silver Maple 2655 12 Silver Maple 2656 17 Silver Maple 2657 20 Silver Maple 2658 16 Silver Maple 2659 14 Silver Maple 2660 10 Silver Maple 2661 10 Silver Maple 2662 16 Silver Maple 2663 12 Silver Maple 2664 10 Colorado Blue Spruce 2665 14 Green Ash 2666 16 Red Oak 2667 13 Green Ash X 2668 15 Red Oak 2669 10 A. Elm 2670 12 Slippery Elm 2671 10 Green Ash 2672 13 Bur Oak 2673 12 Bur Oak 2674 10 Scotch Pine 2675 13 Green Ash 2676 10 Blue Spruce 2677 17 Red Oak 2678 12 Black Spruce 2679 10 Black Spruce 2680 39 White Oak 2681 12 White Pine 2682 10 Box Elder 2683 11 White Oak 1-JAI51 D,Il.H (INY: <` COMMON NAME REMOVE NOTES 2684 15 LBI LBI 2685 11 Sugar Maple X J 2686 12 Red Oak X a 2687 19 Siberian Elm z 2688 27 White Oak Dead 0 2689 36 Swamp White Oak F— 2690 25 Bur Oak a 2691 16 Bur Oak 2692 32 White Oak 2693 24 Bur Oak L LI 2694 14 American Elm W 2695 15 Red Oak L LI 2696 18 Red Oak cc 2697 13 Slippery Elm a 2698 10 Ash a 2699 12 Red Oak Dead Dying -Dead 2700 15 Siberian Elm 2701 33 Bur Oak X �. 2702 17 Red Oak X 0 2703 11 White Oak X 2704 13 Red Oak X LU 2705 18 Sugar Maple a > zolf 2706 22 Black Willow LU 2707 11 Green Ash QJ z W 2708 16 Black Willow LL F— 2709 10 Black Cherry X 2710 18 Black Willow 2711 10 Basswood X Din 2712 11 Slippery Elm X 2713 12 Red Oak X 2714 18 Ironwood X Specimen 2715 12 Slippery Elm X 2716 13 Hickory X 2717 21 Red Oak Dead 2718 10 Sli ppery Elm X 2719 15 Slippery Elm X 2720 10 Hackberry X 2721 10 Hackberry X 2722 10 Hickory X 2723 10 Siberian Elm 2724 11 Quaking Aspen X 2725 15 Siberian Elm X 2726 15 Ironwood X 2727 10 Quaking Aspen X 2728 10 Quaking Aspen X 2729 10 Quaking Aspen X 2730 12 Red Oak 2731 10 Sugar Maple 2732 11 Black Walnut 2733 10 Red Oak 2734 10 Box Elder 2735 15 Black Willow 2736 12 Black Cherry 2737 14 Ironwood 2738 10 Red Oak 2739 10 Sugar Maple 2740 12 A. Elm dead and broken Dying -Dead 2741 15 Red Oak 2742 19 Hackberry X 2743 13 Red Oak X 2744 19 Hackberry X 2745 10 Green Ash X 2746 10 A. Elm X 2747 10 Slippery Elm X 2748 10 A. Elm X 2749 11 Green Ash X 2750 14 Red Oak X Deer Stand 2751 12 Red Oak X 2752 12 Red Oak X 2753 12 Green Ash 2754 10 Green Ash No to(point no. id 2755 21,18 Black Willow X Multiple Lender unioned @ 3ft on the trunk 2756 17 Green Ash No to(point no. id 2757 32 Bur Oak No to(point no. id 2758 34 Bur Oak 1No to(point no. id 2759 37 Red Oak I INo to(point no. id 2760 15 Box Elder X 2761 19 Red Oak X 2762 12 Slippery Elm X 2763 810 A. Elm 2764 11 A. Elm 2765 27 White Oak 2766 17 Slippery Elm 2767 53.5 Red Oak 2768 25 Bur Oak 2769 1 35 Swamp White Oak 2770 10 Siberian Elm 2771 11 Slippery Elm 2772 15 Hackberry 2773 12 Slippery Elm 2774 19 Bur Oak 2775 13 A. Elm 2776 12 Siberian Elm 2777 11 Slippery Elm 2778 32 Bur Oak 2779 19 Bur Oak 2780 19 Bur Oak 2781 35 Bur Oak 2782 10 Si er Elm 2783 10 Box Elder 2784 10 Ironwood 2785 10 Hackberry 2786 13 Black Cherry 2787 10 Slippery Elm 2788 15 Black Cherry 2789 15 Box Elder 2790 10 Siberian Elm 2791 17 Basswood 2792 18 A. Elm 2793 36 Bur Oak 2794 14 Green Ash TAG D.B.H(IN) COMMON NAME REMOVE E NOTES z 2795 15 White Pine a 2796 12 White Spruce J 2797 11,8 Flowering Crab a 2798 26 Box Elder z 2799 15 A. Elm Dead 0 2800 12 A. Elm F— 2801 31 Bur Oak a 2802 15 Box Elder 2803 13 A. Elm 2804 12 Slippery Elm L LI 2805 31 Bur Oak W 2806 30 Bur Oak L LI 2807 18 Bur Oak cc 2808 12 A. Elm a 2809 16 A. Elm a 2810 38 White Oak Dead z 2811 11 Slippery Elm 2812 29 Bur Oak �. 2813 10 A. Elm Cl) 0 2814 10 A. Elm ~z 2815 22 Box Elder LU 2816 10 Rock Elm a > zolf 2817 10 Rock Elm LU 2818 12 Box Elder QJ z W 2819 20 Box Elder LL F— 2820 11 Box Elder 2821 12 A. Elm 2822 13 A. Elm 2823 12 A. Elm 2824 16 Box Elder 2825 14 Box Elder 2826 12 Green Ash 2827 11 Siberian Elm 2828 11 A. Elm Dead 2829 10 Box Elder 2830 11 Box Elder 2831 10 Box Elder deerstand 2832 11 Box Elder 2833 10 Box Elder 2834 12 Box Elder 2835 10 Box Elder 2836 12 Hackberry 2837 10 Box Elder 2838 14 Green Ash 2839 11 Box Elder 2840 10 Box Elder 2841 12 Green Ash 2842 15 Box Elder 2843 12 Box Elder 2844 13 A. Elm 2845 12 Box Elder 2846 13 Box Elder 2847 13,9 Siberian Elm 2848 15 A. Elm 2849 14 A. Elm 2850 15 A. Elm 2851 40 White Oak dead and broken 2852 10 Slippery Elm 2853 23 Bur Oak 2854 35 Bur Oak 2855 38 A. Elm 2856 29 Bur Oak 2857 20 White Oak 2858 39 Red Oak 2859 32 Bur Oak 2860 10 Sli2pery Elm 2861 14 Slippery Elm idead and broken? 2862 12 Slippery Elm 2863 11 Slippery Elm 2864 11 Slippery Elm 6717 16 Red Oak No to(point no. id 7335 17,10 Green Ash No to(point no. id 7336 10 Willow No to(point no. id 7356 13 Basswood No to(point no. id 7357 10 Basswood 1No to(point no. id 7359 23 Basswood I INo to(point no. id KEY LN — DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY LBI — LEFT BLANK INTENTIONALLY CAV — DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM — DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM — DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN — DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHER DUE TO AGE, DISEASE OR INFESTATION CDT — DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. DBR — DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 06 0 z GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 43 SHEET 43 of 47 z a J a z 0 F— a L LI W L LI cc a M a Ln z M U) �. zZ Cl) 0 ~z 0 I LU 0 0 I- wN Z a > zolf V)_ = LU Occ oa QJ z W LL rn U LL F— I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 43 SHEET 43 of 47 7 PLANTING NOTES 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. 13. CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN WITH 100% COVERAGE FOR DESIGNED SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD OR APPROVED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM. COORDINATE WITH GENERAL CONTRACTOR. NATIVE SEED AREAS SHALL BE ON SEPARATE ZONES. IRRIGATION RUN TIMES IN SEEDED AREAS SHOULD BE REDUCED FOR THE ZONE SHUTS DOWN AFTER THE FIRST 2 YEARS OF ESTABLISHMENT. 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. LANDSCAPE REQUIREMENTS 1. RESIDENTIAL SUBDIVISION LANDSCAPE REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD BY HOME BUILDER PROVIDED = 1 TREE PER LOT (46 TREES) 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 120 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 124 TREES 3. LANDSCAPE BUFFERYARD REQUIREMENT REQUIRED GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. TOTAL BUFFERYARD LENGTH = 178 L.F. ALONG GREAT PLAINS BOULEVARD AT A 30' WIDTH, THE BUFFERYARD MULTIPLIER IS .4, THEREFORE, THERE ARE 2 OVERSTORY, 3 UNDERSTORY AND 5 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD AREA. PROVIDED = 2 OVERSTORY, 3 CONIFERS, 5 SHRUBS TREE MITIGATION: NOTE: ADDITIONAL REQUIRED TREES PER TREE MITIGATION TO BE LOCATED ON RESIDENTIAL LOTS: 0 45 FRONT YARD TREES (WHERE FEASIBLE) TO BE PROVIDED BY HOME BUILDER ON NEW LOTS: OVERSTORY DECIDUOUS TREES: AUTUMN BLAZE MAPLE, SKYLINE HONEYLOCUST, GREENSPIRE LINDEN, RIVER BIRCH. REQUIRED TREES SHALL BE TWO AND ONE HALF (2.5") INCHES IN DIAMETER (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. �l O CONIFEROUS TREES: BALSAM FIR, NORWAY SPRUCE, NORWAY PINE, WHITE PINE. REQUIRED TREES SHALL BE 6' HIGH (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. PLANTING SCHEDULE QTY. KEY COMMON NAME/BOTANICAL NAME SIZE/ROOT TYPE REMARKS MATURE HT. X SPREAD OVERSTORY TREES 11 BL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Tilia cordata 'Greenspire' NO V—CROTCH 13 CH COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 50' W. Tilia cordoto 'Littleleaf' NO V—CROTCH 12 SM SUGAR MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer saccharum 'Sisseton' NO V—CROTCH 11 RM RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer rubrum 'Northwood' NO V—CROTCH 19 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Quercus bicolor NO V—CROTCH 45 -- RESIDENTIAL FRONT YARD TREES 2.5' HT. B&B FULL FORM (REFER TO TREE MITIGATION NOTE) 24 NS CONIFERS NORWAY SPRUCE 8' HT. B&B FULL FORM 60' HT. X 25' W. Picea abies 9 NP NORWAY PINE 6' HT. B&B FULL FORM 50' HT. X 30' W. Pinus resinoso 11 BF BALSAM FIR 6' HT. B&B FULL FORM 50' HT. X 25' W. Abies balsamea 20 SB ORNAMENTAL SERVICEBERRY 'Automn Brilliance' 6' HT. B&B CLUMP 20' HT. X 15' W. Amelanchier x. grndilora 34 RD SHRUBS RED TWIGGED DOGWOOD 5 GAL POT 5 CANES AT 8' HT. X 8' W. Cornus sericea 'Balileyi' HT. SPEC 6 SJ SCANDIA JUNIPER 5 GAL POT 5 CANES AT 1.5' HT. X 4' W. juniperus sabina 'Scandia' HT. SPEC 2 FG Feather Reed Grass 3 GAL POT 4 HT. X 2.5' W. Calamagrostis Karl Foerster NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com M Ln Ln � Q J~ M O V1 (n LJ Z Z aZ J � �Z wW V) Q' V) c� a 2 O Z Ln _ rn U 'I PW ri's Z O a W M O LL W M 0 Z a W a CnU 0 Z I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 44 SHEET 44 of 47 ILO GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com M Ln Ln � Q J~ M O V1 (n LJ Z Z aZ J � �Z wW V) Q' V) c� a 2 O Z Ln _ rn U 'I PW ri's Z O a W M O LL W M 0 Z a W a CnU 0 Z I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 44 SHEET 44 of 47 N 4 a a 0 25 50 100 a SCALE IN FEET 1,• l-� WETLAND 1 (10-214W) iA O 2069 O 2070 2073 OUTLOT A WETLAND l PER K✓OLNAUG ENV. SERV CO I . ___-___ oa e 9 man SB El LU 3—NS LU IRS LO 1 •GN LC) p �cPER CITY CODE. co 0 -A so LLJ D DJ _��♦♦♦��►9� '• r ��:� I' :fey®� .q �n Itu ir,4 CL Uj I t '0d♦i 1 �� T EEM lln .d �...40 ��`�♦♦ ♦LLJ U) ♦♦ i /iii/ �IOWA NNOI 9 9.. / / •• f#or, , !L. Uj ♦�/ 3t �t�,+"�A., a, �...+LL _.�ZApo6�♦d�� s:WE- / �� •pr ■ . r� .♦� ♦s'�,d ♦e;.- Od a 4�®� . ,ye� MA 100 �d0� :i>♦'►�. ��.5>��yOw • �� I +1711\•1.1►��11I hereby certify that this plan, •q It _ •yOd9♦d d•.:. 9♦♦p♦ .may s� •� cv ��. v �' .d.. Qk rspecification, or report was ♦ � L. 4F&j �d��`;d°.Q � edi♦d9♦id r� iddp �i�I•t♦.° �+A°C��` •h "i .�' ��.♦�y ♦. ':. . '?:' '� �!♦'."i'. ,�' I :. ''►de' tlq'Vall'•i:.p is_t.? tic►^d �'��.'�.tXe+ei da♦''► ♦.�'a'.�- • a' w ®��{� prepared by me or under my • ��♦ i•♦�WW'�f`v .�♦ �q y.. f , .. �, / :4 .A . .hR .. .._.a aT►►:a s.. ! �\i'.direct.) 0so am a duly Licensed . .. w7� .a♦+.vy .►►%.l "'ti1•Ad' �AiS►� .t`L-!Ji!Csv-..Mir-rd-!♦'!�w4�-!"®s!♦C•s� ".. •i .�`�Rt... • i♦�.♦�y.. .w' �►'�`"�`r�d•s�d• .+. 3 i♦d4 � • �� / vTa wS• r.; •r'�Li .. -� - .v.) ♦•-.. / ►v a� S�.ei yd -► j .�aAf = ♦ ��d°,� ��i♦ moi\ 1/ -. e, r ;W1,0NVg^W`K -14 KM �d� °'�'ddAll A4'1111 SEA the laws of the State of ti r' 0'.. ,. ♦ ♦♦d �O�♦i ,iT�,j \ _�� \ d ♦® .k:. - o,�i• .'�t 1 \: �9s♦s ,� d . ♦ar♦a ♦ ► R• MINNESOTA LANDSCAPE • ®9a♦ FOR, IN�♦,'ssy�i i♦�♦ ��♦♦d ♦♦� • • _,,41 .. � � I .♦.al a�.a. r iw- s 11 .� , i s:' t • ��` �►�d� " i' VERB I It ,d�do�od,d�od ��:;F -,-- d� ♦� `�Cyt�it!♦ ♦.if�►��♦d :•®♦; �. p ' `• ; �� / l i v i�.� 'y ♦�d�. 1) QUALITY ASSURANCE/CONTRO rad d!�•.r.�✓�.��3�.��?P� — ��. �.�� `— �, Vit, �� ori. 71 ,-..G SAW I /S Ali ► .�d ii � II • �'j ` 4 ,® . ,ars , . �> 0 ' •!SIV � � I �I � "! � � �e?';��o�e IA,��iy dam. t�►i !k �i s♦t. 1 �'♦4. 1�� r� (fix • BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM f MMM vGOLDEN O•• s' 45 SHEET 45 of 47 • 1 HOMES & •D ••• BOONE AVE N, SUITE 400 • �S % 4, * A 10 ALLIANT 233 Park Ave S, Ste 300 Minne ♦ •■ • ' ••• Ir�'Ir'il1q' • 612.758.3080 3 -RD 612.758.3099 FAxANI 04011. • • r EI IV n'�I� 9 man SB El LU 3—NS LU IRS LO 1 •GN LC) p �cPER CITY CODE. co 0 -A so LLJ D DJ _��♦♦♦��►9� '• r ��:� I' :fey®� .q �n Itu ir,4 CL Uj I t '0d♦i 1 �� T EEM lln .d �...40 ��`�♦♦ ♦LLJ U) ♦♦ i /iii/ �IOWA NNOI 9 9.. / / •• f#or, , !L. Uj ♦�/ 3t �t�,+"�A., a, �...+LL _.�ZApo6�♦d�� s:WE- / �� •pr ■ . r� .♦� ♦s'�,d ♦e;.- Od a 4�®� . ,ye� MA 100 �d0� :i>♦'►�. ��.5>��yOw • �� I +1711\•1.1►��11I hereby certify that this plan, •q It _ •yOd9♦d d•.:. 9♦♦p♦ .may s� •� cv ��. v �' .d.. Qk rspecification, or report was ♦ � L. 4F&j �d��`;d°.Q � edi♦d9♦id r� iddp �i�I•t♦.° �+A°C��` •h "i .�' ��.♦�y ♦. ':. . '?:' '� �!♦'."i'. ,�' I :. ''►de' tlq'Vall'•i:.p is_t.? tic►^d �'��.'�.tXe+ei da♦''► ♦.�'a'.�- • a' w ®��{� prepared by me or under my • ��♦ i•♦�WW'�f`v .�♦ �q y.. f , .. �, / :4 .A . .hR .. .._.a aT►►:a s.. ! �\i'.direct.) 0so am a duly Licensed . .. w7� .a♦+.vy .►►%.l "'ti1•Ad' �AiS►� .t`L-!Ji!Csv-..Mir-rd-!♦'!�w4�-!"®s!♦C•s� ".. •i .�`�Rt... • i♦�.♦�y.. .w' �►'�`"�`r�d•s�d• .+. 3 i♦d4 � • �� / vTa wS• r.; •r'�Li .. -� - .v.) ♦•-.. / ►v a� S�.ei yd -► j .�aAf = ♦ ��d°,� ��i♦ moi\ 1/ -. e, r ;W1,0NVg^W`K -14 KM �d� °'�'ddAll A4'1111 SEA the laws of the State of ti r' 0'.. ,. ♦ ♦♦d �O�♦i ,iT�,j \ _�� \ d ♦® .k:. - o,�i• .'�t 1 \: �9s♦s ,� d . ♦ar♦a ♦ ► R• MINNESOTA LANDSCAPE • ®9a♦ FOR, IN�♦,'ssy�i i♦�♦ ��♦♦d ♦♦� • • _,,41 .. � � I .♦.al a�.a. r iw- s 11 .� , i s:' t • ��` �►�d� " i' VERB I It ,d�do�od,d�od ��:;F -,-- d� ♦� `�Cyt�it!♦ ♦.if�►��♦d :•®♦; �. p ' `• ; �� / l i v i�.� 'y ♦�d�. 1) QUALITY ASSURANCE/CONTRO rad d!�•.r.�✓�.��3�.��?P� — ��. �.�� `— �, Vit, �� ori. 71 ,-..G SAW I /S Ali ► .�d ii � II • �'j ` 4 ,® . ,ars , . �> 0 ' •!SIV � � I �I � "! � � �e?';��o�e IA,��iy dam. t�►i !k �i s♦t. 1 �'♦4. 1�� r� (fix • BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 45 SHEET 45 of 47 I 2739- � `V O O z 0 25 50 100 SCALE IN FEET GONYEA• �• ��,;p�.� t y 4 " 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MIN ►,��+' �v �`, \�" • • ' fie. .27 -432-4500 I r FAX: 763-432-4501 rWW kit I NEWS ALLIANT —_. F 10-3�� ►� 233 Park Ave S, Ste 300Minneapolis, MN i , 15 29 ��$j �♦ � � . i 612.758.3080 MAIN • � � • • � �� 1 �� ♦fid �,� / �a '�' 1 • I= �B s , 612.758.3099 FAX -902 74WRA of cn MISS ui LL LLI IN z E' -- �� ta 'k►�"' _ PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANT SITE WTO (A) MINIMUM (B) APPROXIMATE AND NDNO HOLEWIDTH HOLE DEPTH (t) r--4 SOIL SO L� ED (7) MEDLIG 1 151 (141 IT SEEDLING tel (141 (iSEEMING I MULCH FINISHED MULCH SEEININ G (237 (161 GRADE B.B. (x7 (tot 'T-- ✓ . -F, :. VARIABLE 1Y 131 e.e. (4z1 n BIL B B CONIFEROUS 41 B.B. (511 (1 TREES (51 B.B. (60) DECIDUOUS& ORNAMETAL TREES CONIFEROUS SHRUBS (SPREADING) BALLED & SURLAPPED OAK TREES. BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK CALIPER ORNAMENTAL TREES. HEIGHT I. -SCARIFY SIDES AND BOTTOM OF HOLE. 1.' SCARIFY SIDES AND BOTTOM OF HOLE. 1."SOAK ROOTS IN WATER FOR AT 1"SCARIFY SIDES AND BOTTOM OF HOLE. 2."PROCEED WITH CORRECTIVE PRUNING 11 Do 1.5' LEAST ONE HOUR BUT NOT MORE THAN 2"ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2.'WROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING. SIDES AND BOTTOM OF 3."SET PLANT ON NATIVE SOIL AT SAME DEPTH ASR V -SET PLANT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER, HOLE. HOLE. WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PLANTING SOIL. 3.F AND E OUTSIDE 6,1081 /,"PLUMB AND BACKFILL WITH THE PLANTING SOIL. INSTALLPLANTSO THE ROOTKNEE I3 AT OR UP SOIL MASS TO REDIRECT AND P OFSOILMASSTOS OOTS, ANOPREVENT PRUNINGV-PROC ASWITHIDIRECTED BY THE PRUNING AS DIRECTED BY THE 6"'WATER SETTLE PLANTS AND FILL VOIDS. TO EDGRMEVWMBURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER. 6"AFTERTOTHESPADE-MO THE SOIL IMMEDIATELY PLANTING, AND IRE BASKET.( IF ANDWIREO (IF USED) ,INTACT. 2 YR NO.I B.0. (427 (tel FROM ADJACENT TO MINIMUM MI APPROXIMATOF ELY 4."BACKFILL TO WITHIN NUNDISTURBED SEDIRECT S WATER TO HOLE. THE DISTANCE 8" ANDA MINIMUEDSOILTOF 12- OF OF THE BA WATER PL TOP REMOVE THE TOP 113 OF WATER PLANT. REMOVE THE TOP 113 OF WATER HLYCMPACTEATIVE SOIL OR THOANT ROUGHLYCOMPACTED ROOT FLA REL ROOT FLARETHE LARE IS APPROXIMATELY THOROUGHLY 7.•'WATER THOROUGHLY WITHIN2HOURS WITHIN HOURS THE BASKET OR TOP TWO HORIZONTAL THE BAS O PLANTING SOIL. INSTALL PLANT SO THE PLANTING TOP OF THE ROOT FLARE IS AT OR UP TO 7 ELEVATION. SPREAD FINISHED SOIL ELEVATION. SPREAD ROOTS OUT EVENLY. PLUMB AND E MULCH WITHIN 6HOURS THE SECOND 8 ATERI U H B RINGS WHICHEVER IS GREATER. ALSO ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE E IS WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. REMOVE ALL BURLAP AND NAILS FROM THE TOP LIS OF THE BALL. REMOVE ALL TWINE. CORRECT STEM GURGLING ROOTS. PLANTING SOIL. -WATER 9. -STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT REMOVE OR CORRECT STEM GURDLING 5."PLUMB AND BACKFILL WITH THE 5 TO SETTLE PLANTS AND FILLVOIDS. BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS. PLANTING SOIL. 6. -WATER THOROUGHLY WITHIN SPECIFIED. 5"PLUMB AND BACKFILL WITH THE PLANTING SOIL VINATER TO SETTLE PLANTS AND FILL HOURS. TUNNEL ENGINEER. VOIDS. C 46 HOURS OF PROTECTION ZONE 6. -WATER TO SETTLE PLANTS AND FILL I. -WATER THOROUGHLY WITHIN 2 HOURS. THE S OND WA ERINGWITHIN THE SECOND WATERING UNLESS SOIL VOIDS. WOOD TIMBERS PLACED RADIALLY TO ME MOISTURE IS EXCESSIVE. 7 "WATER THOROUGHLY WITHIN 2 HOURS. B -PLACE MULCH WITHIN 48 HOURS OF 8.••PLACE MULCH WITHIN 4B HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE 15 EXCESSIVE. IS EXCESSIVE. 9. -STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. SPADE DIAMETER OAK TREES. DECIDUOUS( CONIFEROUS SIZE'C CALIPER ORNAMENTAL TREES. HEIGHT INPLACEWALL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. I I FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING II 1"X 36' WOOD LATH, DRIVE 1Y INTO SOIL AT AN ANGLE SO THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; UP TO F BEYOND TERMINAL VINE. FINISHED GRADE •' NOTE: PLANT ACCORDING TO PLANTING MIN. 2 DETAILS ABOVE AS APPLICABLE. MIN. 2• �F VINE PLANTING DETAIL (57 SR. s• (141 MEESCAUPER (271 (75- 42' 11 Do 1.5' 2'W3' 5'I0T 60' 1.5'to 2.5' WIG 4' T to 9' 78" 2.5'10 JAY 4105 9- to 14' 85' 3.5' to 5' 6,1081 t4'to 18' DECIDUOUS SHRUBS 3 Bx (421 (11) PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS KEY PERENIALS (47 BA (481 t 11 GENERAL NOTE: ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE OF MNDOT 3861 PRIOR TO FOLLOWING THE STANDARD PLANTING DETAILS. PLANTING SOIL IS A COMBINATION OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST MIX AND/OR ANY OTHER SPECIFIED AMENDMENTS. NOTE: 1J'HOLE DEPTH FOR B&B AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FLAIR TO BOTTOM OF SOIL BALL. SEEDLINGS INPLACEWALL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. I I FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING II 1"X 36' WOOD LATH, DRIVE 1Y INTO SOIL AT AN ANGLE SO THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE. MULCH CONTINUOUSLY; UP TO F BEYOND TERMINAL VINE. FINISHED GRADE •' NOTE: PLANT ACCORDING TO PLANTING MIN. 2 DETAILS ABOVE AS APPLICABLE. MIN. 2• �F VINE PLANTING DETAIL (57 SR. s• (141 9 (271 (75- x BD (387 (81 3 B.B. (361 (OM1 4 BSI. (421 til (51 6.B (481 (121 (61 B.B. 64 (141 CONTAINER GROWN PLANTS CELLPAC (in 2. 2.251 CONT, ( (31 (357 CONT, (107 4 CONT. (H7 45 CONE 1 (41 (1 VT CONT. 16 (SRI i1 CONT. fin (67 # cow. (237 ( .61 (4z CONT. (281 SRI ( CUNT, ( (117 i CONT, (371 (117 (ime DONT. (447 (INA CONT. (451 4151: (az SCI corvr. (507 (171 p2 CUNT. ( (1 VINES I YR MED. O.R. (16 (117 I YR. NO.i B.S. (in 1 (141 2YRMED. BR(331 (121 2 YR NO.I B.0. (427 (tel if (01) CONT 1137 (67 (#21 CONT. (331 (757 TO TO CM OF CS, REVISED: 1-10 FILE NAME G:\ENG\SPECS\5309 ENGINEERING DEPARTMENT PLATE' 5309 PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS. AS APPLICABLE. ON 12 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. V DRAINED SOILS DO O WET, POORLY NOT CONSTRUCT WATERING BASIN. NDTES 1. -BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE 1ST. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 2. -ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS DETERMINED BY THE ENGINEER. 3."FALL PLANTING MAY NOT BE RECOMMENDEDORALLOWED. SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR FALL INSTALLATION: IADHAWTHORN RUSSIAN OLIVE, DOGWOOD, POPLAR. HOC ST, BIR, LINDEN, IRONWOOD, LE WILLOW CR BIRCH, MOUNTAIN ASH, MAPLE. WILLOW, CRABAPPLE, FFOR DECIDUOUS TREES INDICATES PROJECT LOCATION PLUM/CHERRV. OAKS, AND SUMAC. W FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH ACCINORDANCE WITH MINIMUM ON STANDARD TANDARD PLANTING DETAILS N PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) MULCH FINISHED GRADE PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS 1.'9F IT IS HARDY TO THE MINNESOTA ZONE 4b SPRING FALL KEY PERENIALS CONIFEROUS DECIDUOUS SEEDLINGS DECIDUOUS ONIFEROUS ZONES 3,4 OR 5 SHOWN ON THE ACCEPTABLE PLANT MAY i PRL2 APRIL 1 APRIL 21 APRIL 21 OC AUG. 25 1 ® TO TO TO TO TO TO INPLACE SOIL. JUNE 15 JUNE 1 JUNE 1 UN JUNE 1 NOV. 1 SEPT. 15 I"EXCAVATE HOLE OR BED V4 THE DEPTH MAY 1 APRIL 7 APRIL 7 APRIL 7 OCT. 10 AUG. 25 2 ®TO TOPSOIL. EXTEND THE BERM TOPSOIL. EXTEND THE BERM BASET. A TO TO TO TO TO PLANTING DETAILS (SHEETA) . JUNE 15 MAY 17 JUNE, MAY 17 NOV. 15 SEPT. 15 PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS 1.'9F IT IS HARDY TO THE MINNESOTA ZONE 4b I. -EXCAVATE HOLE OR BED TO ALLOW WHERE THE PROJECT SITE IS LOCATED AND: OR A."PLANT STOCK CAN BE DOCUMENTED AS B."PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHIN THE ACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3,4 OR 5 SHOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. AGLEPTABLEPLAPL STOGKGROMNG WEDGE LNIRB SOUftGE: V.S.DA.PLANT XMDIHE39ZONE 1M➢ (MOF REVISED: FILE NAME: ENGINEERING ($$® 3-14 G:\ENG\SPECS\5310 DEPARTMENT �S ' :W-,^1. III y INSTALL GRANULAR FILTER I. -EXCAVATE HOLE OR BED TO ALLOW X EDGE OF BRANCHING TO MULCH LINE PLACING THE TOP OF THE ROOT MASS V-3' 1'•EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRADE. PLACING THE TOP OF ROOT MASS 1%T Z."INSTALL 4" MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE. DAYLIGHTING AT A LOWER GRADE. AS 2'•AUGER B'DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3. -COMPLETE PLANTING ACCORDING TO DRAINED HARD PAN SOIL LAYER TO P TINGDETAILS SHEET LAN ( A) . ADEQUATELY DRAIN SUBSOIL. 3'M1N. 3."THOUROUGHLY BACKFILL AUGER 4-6' HOLES WITH A UNIFORM INCORPORATED 3- MIN. MIXTURE OF 50% SAND AND 50% 4'-6' INPLACE SOIL. VINES 4 "COMPLETE PLANTING ACCORDING INSTALL MINI -BERM TO PLANTING DETAILS (SHEET) . 4"-6' PERENIALS I"EXCAVATE HOLE OR BED V4 THE DEPTH NOTE: OF THE ROOT MASS. E NEED FOR USING ALTERNATIVE THE 2. -SET ROOT MASS INM HOLE. PLANTING DETAILS AND WHICH TYPE TO LOAM USE SMALL BE DETERMINED THE TOPSOIL. EXTEND THE BERM TOPSOIL. EXTEND THE BERM BASET. A CONTRACTOR AND SUBJECT to WIDTH OF 3 TIMES THE BERM HEIGHT. APPROVAL BY THE ENGINEER. . q,^COMPLETE PLANTING ACCORDING TO RSPACINGFIRST ROWS ON ME NNTY. ER FlR51, MEN UNIFORMLY FILL IN WITH REMAINING WMT1Y. U 1RIANWLAR SPACING, UNLESS SPECIFIED 1 OTHERWISE PROVIDE 5 RADIUS CLEAR PLANTING DETAILS (SHEETA) . ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED AT A MINIMUM 3- DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE. REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL. NOTE: 1 "REMOVE MULCH PLACED TO A DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. 2.'•PULL MULCH BACK NO LESS THAN 3' AND NO MORE THAN 6" FROM THE TRUNK TYPE OF PLANT W CENTEROF PIANTTO MULCH LINE X EDGE OF BRANCHING TO MULCH LINE Y DEPTH OF MULCH Z DEPTH OF MULCH CONIFEROUS TREES VARIES 31 MIN. 4'-6' 4'-6' DECIDUOUS TREES 3' MIN. N/A 4'-B' 4-8' CONIFEROUS SHRUBS VARIES 3'M1N. 3'-4 4-6' DECIDUOUSSHRUBS 3- MIN. WA 4'-6' V -1 - VINES 2' MIN. N/A 4'-6' 4"-6' PERENIALS VARIES TMIN. 2•-4' V-4- MACHINE-TRANSPUNTEDTREES 1 12' BEYOND EDGE OF HOLE 1 4-8' 1 4%6' MULCH PLACEMENT DETAIL PLATE: I PLANTING DETAILS FOR 5310 STEEP SLOPES/MASS BED PLANTINGS 1 -FORM A DOUBLE -LAYERED CYLINDER USING 0.25' GRID GALVANIZED WELDED WIRE MESH (HARDWARE CLOTH). OWRLAP THE WT END 2'. 2.••DRIK TWO tx 1' OPPOSING HEARTWOOD WTIIIE OAK STAKES INTO THE GROUND 7' FROM ME CENTER OF THE TIME STEM. 3.••SECURE ME MESH CYLINDER TO ME OUTSIDE OF ME STAKES USING EITHER, SCREWS AND WASHERS BE RATCHET -LOCKING TIES ALONG ME OVERLAP. SPACE APPROXIMATELY 4' ON CENTER ALONG ME OVERIAP. 3/--SCREWS SOUTH BE ROUND HEAD GALVANIZED 1/8' DIA. x OR ^RATCHET -LOCK TIES SHALL BE NYLON AND AT LEAST IF LONG. 4,•NMBED ME LOWER EDGE OF ME MESH CYLINDER 1' BELOW ME SOL SURFACE WITHOUT DISTURBING ME TREE MOTS. 5.•N:UT EDGES WILL NOT BE PERMITTED AT ME TOP OF ME CYLINDER. CUT ME STAKE FLUSH WITH ME TOP OF ME CYUNDER. i -FOLD OVER THE TOP EDGE OF ME HDPE (HIGH DENSITY POLYETHYLENE) TOWARDS ME THREE BOTTOM TABS. ' IDUOUS HE FAR TRIBES NOTES: 1:'"PUCE ME TEMPORARY FENCE. GENERAL NOTES SEE SPECIAL - -- PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 2"BEND THE HOPE INTO A CIRCLE WITH BRANCH. PLANTING PLAN RESPECT STATED DIMENSONS BEFORE SCALING FROM PLAN. ME PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOL CONDITIONS. ME CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1'-Y HIGHER IN POORLY DRAINED SOILS OR USING THE SIN TABS ON ME OUTSIDE OF1/4' GALVANIZED NRE ME CIRCLE STAKE WITH HOOK 3.•"ALIGN ME HINGES AND BEGIN SLIDING ME 1/C GALVANIZED WIRE MACHINE TRANSPLANTED TREES 42' AND UP 50 - 100 SPEORED IN MULCH PLACEMENT PLANTING HOLE AND ALTERNATIVE PLANTING DETAILS ON SHEET B. STAKE (WITH HOOK) THROUGH ME130 HINGES TO INTERCONNECT ME HDPEPOLYETHYLENE AFTER SLIDING ME WIRE THROUGHBROWN ALL OF ME HINGES, TURN ME HOOK MESH TOWARDS ME INSIDE OF ME HDPE. {.MPUSH ME STAKE INT() ME GROUND,- E A MINIMUM OF 12'. D((RNE SX 2 PER 412' LDS -HIGH DENSITY IN CO,OR 6' LANDSCAPE STAPLE 2 PEq TABUSE BED CULTIVATION ME CONTRACTOR IS RESPONSIBLE FOR PRONDING ADEQUATE DRAINAGE IN HEAVY POORLY DRAINED OR IMPERVIOUS SOLS. LOOSEN ALL ISOLATED TREE PLANING LOCATIONS AND PLANTING BEDS TO A MINIMUM DEPTH OF 12'. SOIL AMENDMENTS SHALL BE APPLIED DURING CULTVAT N. BACKFILL SOL CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES. REMOVE ALL DEBRIS INCLUDING ROG(S LARGER MAN 3' DIMETER. TAB)ST ROUGHAMESHOESINGM. ANGLES TO BOTTOM SME HHNESTO ME GROUND, HINGE SOL MOISTURE AT ADEWAM BUT NOT EXCESSIVE LEVELS. ME MOVE FERTILIZER MN/OOT 3881 5.••MULCH WITHIN ME CYLINDER SHALL 6.-"E BOTTOM WIIORL OF PINE BRANCHES MAY HAVE BE ME IMPACTED TREE MIN NE. a NOT EXCEED 3' DEPTH AND SHALL BE MASS PREPARE PLANT OF _ IF LESS. PLANT IN STAGGERED RODENT WARDS. COMPOST Mn/DOT 3890 6.•"MULCH WITHIN ME CYLINDER SHALL NOT EXCEED 3' i 'MIN: NOTES: 1:'"PUCE ME TEMPORARY FENCE. PAINT OAKS. LINDENS LOCUSTS, MAFLEK.-CITMI AND MOUNTAIN PULLED BACK FRED ME TRUNK AS ASH. ONLY UNDILUTED EXTERIOR WHITE LATEX PAINT IS ACCEPTABLE. PAINT TREE CIRCUMFERANCE FROM GROUND LINE TO FIRST MAJOR TOP TAB BRANCH. PLANTING PLAN RESPECT STATED DIMENSONS BEFORE SCALING FROM PLAN. DEPM AND SHALL BE PULLED BACK MGM ME TRUNK AS PUNT TYPE AVERAGE AMOUNT OF WATER PER APPUCATION IN GALLONS UMIT6 AS SPECIFIED, PRIOR M MY CONSTRUCTION. MACHINE TRANSPLANTED TREES 42' AND UP 50 - 100 SPEORED IN MULCH PLACEMENT BARE ROOT TREES 15 DID UNE BALLED k &IRUPPEO SHRUBS 10 WIOEIJNES BARE ROOT OR CONTAINER SHRUBS 7 SPECIFIED IN MULCH PLACEMENT DETAIL WHEN SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL PERENNIALS PND MNES 3 REWIRED TO MAINTAIN ADEQUATE BUT NOT DETAIL45. HINGE SOL MOISTURE AT ADEWAM BUT NOT EXCESSIVE LEVELS. ME MOVE MULCH MATERIAL Wi/DOT 3862 TYPE 6 UNLESS OTHERWISE SPECIFIED. 7. --ME BOTTOM WHORL Q NNE BRANCHES MAY HAVE TO SE REMOVED TO PERMIT INSTALLATION OF 1Y MIN. HEIGHT 6.-"E BOTTOM WIIORL OF PINE BRANCHES MAY HAVE BE ME IMPACTED TREE MIN NE. a 3,••A 6 INCH LAYER OF WOODCHIP MULCH MASS PREPARE PLANT OF _ IF LESS. PLANT IN STAGGERED RODENT WARDS. S REMOVED T. PERMIT RODENT OF 12MIN. HEIGHT RODENT GUARDS. a U - - - - - - - - - - �•� J0 RSPACINGFIRST ROWS ON ME NNTY. ER FlR51, MEN UNIFORMLY FILL IN WITH REMAINING WMT1Y. U 1RIANWLAR SPACING, UNLESS SPECIFIED 1 OTHERWISE PROVIDE 5 RADIUS CLEAR INSTALL ON ALL DECIDUOUS AND PINE TREES, DO NOT INSTALL GN SPRUCE TRFE6 n SIAL ON ALL DECIDUOUS AND J IN = DISI YMEDESIGNATED DIRECTED Y TR N B E ENGINEER, ALL TREE ROOTS Z AT ME CONSTRUCTION!0ME LIMITS SHALL BE WT MA55 PLANING OF SHRUBS AROUND EACH DECIDUOUS TREE PND e' RADIUS AROUN 0 EACH EVERGREEN THEE. MI5 -.�•.- .� •.�.............. ... .........-..- --.. -._ __.-_ __ _._ PINE S TREE DO NOT INSTALL ON SPRUCE TREES. r RFINN • :T UD TAB . OTTO.1 TTP B •. }l RODENT PROTECTION DETAIL (OPTION 1) 24 SIZE FOR DECIDUOUS TREES I 12' SIZE FOR �T' -} 15' •j 1B' •i i4 CONIFEROUS TREES. l 55.25' PREVAILING WIND4 3.25' MIN. I. -USE SEAMLESS. EXMUDED TWIN -WALL, RIGID AND SEMI TRANSLUGENI' NETTING POLYPROPYLENE TUBES WITH A USER RODENT PROTECTION DETAIL (OPTION 2) LINE PERFORATION AND AN USER UNEOUTWARD-FLARED TOP RIM. PERFORATION TUBE SHELTER RACHET -LOCKING THE STD -TBT WITH NYLON NOTES: 1" . V -L in O TES ATTACHED TOA kE fAINEI POSTS TO BE NOTCHED OR DRILLED TO DI x 1' WI11h OAK STAKE TO PREVENT RETAIN WY HIRES. PUCE OUTSIDE a ft00T $gTTAAMK� DISLOOGNo OR TWISTING. IMBED ME BALL DRIVE PLUMB REGARDLESS OF GROUND (LENGTH VARIES) BOTTOM OF ME TUBE A MINIMUM OF SLOPE • 1" BELOW ME SOL SURFACE WITHOUT 7' ROLLED STEEL RElEASABLFDISTURBING ME TREE ROOTS. 2,•NREOUESTS TO SUBSTITUTE RUBBER HOSE AND POST (Mn/DOT 3403 RATCHET TIE TO WIRE WING SYSTEMS WILL NOT BE OR APROVED EQUAL SECURE STAKE IN 3.••INSTALL A PLASTIC PHOMDEGRADABLE APPROVED. NETTING COVER AND REEVE OVER THE 18' LONG FORMED TUBE RECESS < 3."TREE STAKING IS NOT REQUIRED UNLESS TOP OF ME TUBE TO PREVENT PWYPROPYLENE OR ENTRAPMENT OF RINGS. PULL NETTING SPECIFIED OR NECESSARY a MAINTAIN TREES PMYEMYU NE 40 MIL I• IN L- PLUMB CONDITION WHERE VANDALISM, An DO" AS SHOWN. SOL OR WIND CONDITIONS ARE A PROBLEM, 1.5' WIDE SWAPS. GR AS REQUESTED BY ME ENGINEER. ATTACH WITH 10 qo CURE. SEEDLING TREE SHELTER DETAIL 4.••REMOW AFTER ONE YEAR. yL y A-- PAINT MEE :>� PLANTING SO11 ISTURBED SOL HERNE) SOIL W1M SOL AMENDMENTS ISHED SOL ELEVATOR SIN. 112"LWSAIMOL WITH SOLL AMENDMENTS _..DISTURBED SOIL STANDARD TREE STAKING / GUYING DETAIL CIRCUMFERENCE FROM GROUND LINE TO IST MAJOR BRANCH. IO, 220. . FLANGED CHANNEL STEEL SIGN POST (Mn/DOT 3401) OR APPROVED EQUAL MULCH LOOSENED SOLS FINISHED GRADE , APPLICABLE TO DECIDUOUS TREES OVER 4' CAUPER AND EVERGREEN TREES OYER 10' HT. CiFf OF ENGINEERING PLATE: CCfff OSEN REVISED: 1-10 FILE NAME: G:\ENG\SPECS\5311 DEPARTMENT 5311 PLANTING DETAIL BRANCH BARK RII \I BEAD BRANCH B �I UM BRAND I C 1 E E / A BRANCH 1l 1 G AR B X RANCH COLLAR SOME CONIFERS INCOERECT BUT (TOO CLOSE) RESULTING IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF ORO". CORRECT CUT(LEAVING BRANCH COLLAR BUT NO SIN) RESULTING N CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. FEES TO PRUNING 1 -FRIST BUT PART WAY THROUGH ME BRANCH AT POINT A 2. -TIM BUT COMPLETELY THROUGH BRANCH MGM POINT B TO A. 3."NROW BUT MGM POINT C TO 0. P•SI.F D IS HARD TO FIND DROP A LUMB UNE VERTICALLY DOWN 10 PONT X. ME ANGLE X -C -D SHOULD BE APPROXIMATELY EQUAL TO X -C -E. PRUNING NOTES: 1 -4EAW BRANCH COLLAR (C TO D) 3."OO NOT RUSH BUT (C M X) 3.••DO NOT LEAVE STUBS (S TO A) DROP CROTCH PRUNING IS 4.••BEST TIME TO PRUNE IS UTE USED FOR REDUCING MEA CORRECT TW TOO T00 DORMANT SEASON OR EARLY SPRING B HDCNT OR LENGTH OF MAIN C PRUNING CLOSE LONG SLANTED OD PRUNING OAKS N APRIL MAY, STEMS OR BRANCHES BY CUT JUNE JUNE OR JULY. CUTTING BACK TO A URGE LITERAL BRANCH. 6."NMMEDIATFLY PAINT OAK WINOS MADE IN APRIL MAY JUNE OR JULY WITH UTIX PLANT OR SHELLAC. D rDROP CROTCH OR CUTTING BACK 5W BRANCHES SMALLER MEN Z" IN DIAMETER SHWID BE BUT AST BEYOND A LATERAL BUD OR ANOTHER SMALL LATERAL BRANCH. ME PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, PRUNING DETAILS Shi o Method GEAR, AND MADE ON A SLIGHT ANG -E. WONLLI BE IDENTIFIED IN ME AR PLAN OROBYY ME ED UNETION M ANDD PRESERVED BY ME CONTRACTOR TTee Prot"cNan Mea NOTES: 1:'"PUCE ME TEMPORARY FENCE. PAINT OAKS. LINDENS LOCUSTS, MAFLEK.-CITMI AND MOUNTAIN TREE PANTING ASH. ONLY UNDILUTED EXTERIOR WHITE LATEX PAINT IS ACCEPTABLE. PAINT TREE CIRCUMFERANCE FROM GROUND LINE TO FIRST MAJOR BE DISTURBED BY NORMAL SLOPE ROUNDING. AS BRANCH. PLANTING PLAN RESPECT STATED DIMENSONS BEFORE SCALING FROM PLAN. 3.••VMY BACK SLOPE STEEPNESS TO WOD TREE LOSS PUNT TYPE AVERAGE AMOUNT OF WATER PER APPUCATION IN GALLONS UMIT6 AS SPECIFIED, PRIOR M MY CONSTRUCTION. MACHINE TRANSPLANTED TREES 42' AND UP 50 - 100 RINGS OUT TO ME PROTECTION BARE ROOT TREES 15 WATERING BALLED k &IRUPPEO SHRUBS 10 WIOEIJNES BARE ROOT OR CONTAINER SHRUBS 7 WOODY SEEDLINGS 4 WHEN SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL PERENNIALS PND MNES 3 REWIRED TO MAINTAIN ADEQUATE BUT NOT IT IS ME CGNTRACTOR'S RESPONSIBIUTY TO MONITOR AND MAINTAIN EXCESSIVE SOL MOISTURE TO A BERM OF SOL MOISTURE AT ADEWAM BUT NOT EXCESSIVE LEVELS. ME MOVE /A UIAPPLICATION AMOUNTS ARE GUIDEUNES NOT REWREMENTS. CiFf OF ENGINEERING PLATE: CCfff OSEN REVISED: 1-10 FILE NAME: G:\ENG\SPECS\5311 DEPARTMENT 5311 PLANTING DETAIL BRANCH BARK RII \I BEAD BRANCH B �I UM BRAND I C 1 E E / A BRANCH 1l 1 G AR B X RANCH COLLAR SOME CONIFERS INCOERECT BUT (TOO CLOSE) RESULTING IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF ORO". CORRECT CUT(LEAVING BRANCH COLLAR BUT NO SIN) RESULTING N CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. FEES TO PRUNING 1 -FRIST BUT PART WAY THROUGH ME BRANCH AT POINT A 2. -TIM BUT COMPLETELY THROUGH BRANCH MGM POINT B TO A. 3."NROW BUT MGM POINT C TO 0. P•SI.F D IS HARD TO FIND DROP A LUMB UNE VERTICALLY DOWN 10 PONT X. ME ANGLE X -C -D SHOULD BE APPROXIMATELY EQUAL TO X -C -E. PRUNING NOTES: 1 -4EAW BRANCH COLLAR (C TO D) 3."OO NOT RUSH BUT (C M X) 3.••DO NOT LEAVE STUBS (S TO A) DROP CROTCH PRUNING IS 4.••BEST TIME TO PRUNE IS UTE USED FOR REDUCING MEA CORRECT TW TOO T00 DORMANT SEASON OR EARLY SPRING B HDCNT OR LENGTH OF MAIN C PRUNING CLOSE LONG SLANTED OD PRUNING OAKS N APRIL MAY, STEMS OR BRANCHES BY CUT JUNE JUNE OR JULY. CUTTING BACK TO A URGE LITERAL BRANCH. 6."NMMEDIATFLY PAINT OAK WINOS MADE IN APRIL MAY JUNE OR JULY WITH UTIX PLANT OR SHELLAC. D rDROP CROTCH OR CUTTING BACK 5W BRANCHES SMALLER MEN Z" IN DIAMETER SHWID BE BUT AST BEYOND A LATERAL BUD OR ANOTHER SMALL LATERAL BRANCH. ME PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, PRUNING DETAILS Shi o Method GEAR, AND MADE ON A SLIGHT ANG -E. WONLLI BE IDENTIFIED IN ME AR PLAN OROBYY ME ED UNETION M ANDD PRESERVED BY ME CONTRACTOR SANDY LOAM FILL EXISTING GROUND LEVEL TTee Prot"cNan Mea NOTES: 1:'"PUCE ME TEMPORARY FENCE. E 2. -REDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL I. -REDUCE COMPACTION ON ROOT SaTrIs BE DISTURBED BY NORMAL SLOPE ROUNDING. AS We apWeclato your co0perotbn to a APPROVED BY ME ENGINEER. protect hien tluri np 3.••VMY BACK SLOPE STEEPNESS TO WOD TREE LOSS DIAM. HODS IN ME SOL M A BERM OY 450 mm (IB'1. BEGIN 3' FROM ME TREE TRUNK AND CONTINUE AT 2' INTERVALS IN UMIT6 AS SPECIFIED, PRIOR M MY CONSTRUCTION. OR UNNECESSARY ROOT DAMAGE, AS MPROYED BY RINGS OUT TO ME PROTECTION POSSBLE PUCE FENCE 25 FEET BEYOND ME DRIP UNE. PLACE PROTECTION SIGNS A-DNG FENCE AT 20' INTERVALS. ME ENGINEER. TEMPORARY FENCE REDUCO NDINGNORMA ZONCENMIC E. "CONS�TRVCnM NORMA gWNDINC OU WHEN SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL REWIRED TO MAINTAIN ADEQUATE BUT NOT SANDY LOAM FILL EXISTING GROUND LEVEL TTee Prot"cNan Mea NOTES: R0. I. -REDUCE COMPACTION ON ROOT SaTrIs INSTALL We apWeclato your co0perotbn to a WERE Ii OCCURS BY DRII.UNG SO o f2') protect hien tluri np OR CONSTRUCTION 7 DIAM. HODS IN ME SOL M A BERM OY 450 mm (IB'1. BEGIN 3' FROM ME TREE TRUNK AND CONTINUE AT 2' INTERVALS IN UMIT6 AS SPECIFIED, PRIOR M MY CONSTRUCTION. TO POST USNG 1' LENGTH WOW SCREWS, PLACED AT 2.5' RINGS OUT TO ME PROTECTION POSSBLE PUCE FENCE 25 FEET BEYOND ME DRIP UNE. PLACE PROTECTION SIGNS A-DNG FENCE AT 20' INTERVALS. ROOT. SYSTEM BRIDGE ZONCENMIC E. VIBRATORY PLOW 2'•"WATERING OF ROOT DAMAGED TREES WILL BE WHEN SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL REWIRED TO MAINTAIN ADEQUATE BUT NOT EXCESSIVE SOL MOISTURE TO A BERM OF Z /A 18' WITHIN ME UNDISTURBED PORTON OF lid 0- ME IMPACTED TREE MIN NE. a 3,••A 6 INCH LAYER OF WOODCHIP MULCH I -w LA0 PLACED OVER A TYPE III 3733 G D LIEU a U FABRIC MAY BE USED IN ME ROOT �•� J0 SYSTEM BRIDGE. O= WHEN IN ME PLAN OR MEN = DISI YMEDESIGNATED DIRECTED Y TR N B E ENGINEER, ALL TREE ROOTS Z AT ME CONSTRUCTION!0ME LIMITS SHALL BE WT ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW CLEANLY i0 R MAXIMUM DEEM NECESSAR FOR coNSTRucnOJl A OM VIBRATORY PLOW OR OTHER APPROVED ROOT U. CUTTER PRIOR TO ANY E%LAVATION. R00T U ENDS EXPOSED EXCAVATION ACTIVITIES IMM IA SHALL SE IMMEDIATELY COVERED BIM A 8' OF ADJACENT SOL. BACKFILL REGRADE, OUYERR INSTALL RETAINING WALL AS RESONATED IN IN ME PLAN OR MEN DIRECTED BY ME TUNNEL ENGINEER. 5 -IF CONSTRUCTION VEHICLES MUST PASS OVER PROTECTION ZONE ROOT ZONES, CONSTRUCT ROUT SYSTEM BRIDGES WnH STEEL PLATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TO ME TREE TRUNK. TREE PROTECTION ZONE TREE DIAMETER AT • MINIMUM DISTANCE FRED 4.5' ABOVE GROUND FACE OF TREE TRUNK 3 -4 4 5 -9 0 -14 0 5 -19 t9 + t 'WIZEN UTILITY INSTALLATIONS MUST OCCUR UTILITY INSTALLATION TUNNEL IN NINE MOW dWARTT,,, MEOCONTRRACTOR SHALLED BORE (TUNNEL) UNDER TREE ROOM MAT ARE TO BE PRESERVED. ME CONTRACTOR SHALL BORE AT A MINIMUM DEPTH BE 24' BELOW ME GROUND SURFACE WITHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS SANDY LOAM FILL EXISTING GROUND LEVEL TTee Prot"cNan Mea � R0. OO NOT ENTER ME FENCED AREA INSTALL We apWeclato your co0perotbn to a FABRICATE If X 9'X 31W SON WITH 0.75• RADIUS CORNERS. SON SHAD. BE WHITE WITH BLACK LETTERING ATTACH SIGN protect hien tluri np OR CONSTRUCTION 7 oeit � UMIT6 AS SPECIFIED, PRIOR M MY CONSTRUCTION. TO POST USNG 1' LENGTH WOW SCREWS, PLACED AT 2.5' SANDY LOAM FILL EXISTING GROUND LEVEL CM OFENGINEERING HLA It: CIMSQ� REVISED:1-10 FILE NAME: G:\ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL � R0. FURNISH AND INSTALL TEMPORARY FENCE AT ME TREE'S MPUNE FABRICATE If X 9'X 31W SON WITH 0.75• RADIUS CORNERS. SON SHAD. BE WHITE WITH BLACK LETTERING ATTACH SIGN ANY FILL REWIRED WITHIN ME DRIP UNE OF TREES SHALL BE AN UNCOMPACTED (WUH A COARSE SAND COMPONENT) SANDY LOAM OR CONSTRUCTION 7 UMIT6 AS SPECIFIED, PRIOR M MY CONSTRUCTION. TO POST USNG 1' LENGTH WOW SCREWS, PLACED AT 2.5' TOPSOIL EXCE SME FILL MAY REQURE INSTALLING PERFORATED POSSBLE PUCE FENCE 25 FEET BEYOND ME DRIP UNE. PLACE PROTECTION SIGNS A-DNG FENCE AT 20' INTERVALS. AND 7.3' RESPECTIVELY Mold ME BOTTOM EDGE OF ME SIGN. PIPE NIM AT LEAST ONE DAY UGITED ENO OPENING AS M Q AERATION SYSTEM. WHEN SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL CM OFENGINEERING HLA It: CIMSQ� REVISED:1-10 FILE NAME: G:\ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com � Go GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duty Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 1 SHEET 47 47 of 47 � J M a ~ oQ Q M O Z Z /A lid 0- a o O I -w LA0 a a U (-D Q J0 O= = a ' Z ur)0 Q U. rn U LL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duty Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 1 SHEET 47 47 of 47 I FOXWOOD CHANHASSEN, MINNESOTA 0 50 100 200 SCALE IN FEET VICINITY MAP NOT TO SCALE SHEET INDEX COVER SHEET DETAILS EXISTING CONDITIONS SURVEY SITE, LIGHTING, SIGNAGE, AND TRAIL PLAN GRADING AND DRAINAGE PLAN FOND AND INFILTRATION BASINS EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 14TILITY PLAN SANITARY SEWER FORCEMAIN PLAN AND PROFILES SANITARY SEWER AND WATERMAIN PLAN AND PROFILES STREET AND STORM SEWER PLAN AND PROFILES STREET INTERSECTION DETAILS LIFT STATION AND FORCEMAIN DETAILS ENCLOSURE LAYOUT DETAIL - 6011 PANEL (120-208,120-240) INNER DOOR AND INTERIOR LAYOUT DETAIL (120-208,120-240) NETWORK DIAGRAM - TYPICAL IO`' VARIOUS SCHEMATICS WETLAND MANAGEMENT PLAN TREE CANOPY COVERAGE PLAN TREE INVENTORY AND PRESERVATION PLAN LANDSCAPE AND REFORESTATION PLAN LANDSCAPE DETAILS DEVELOPER PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH SUITE 400 GOLDEN VALLEY, MN 55427 PH: 763-432-4500 CONTACT: BILL COFFMAN EM: billcoffman@cbburnet.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com N SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MALEAH MILLER LICENSE NO. 19507 EM: mmiller@alliant-inc.com NO. 1 2-3 4-5 6-8 9-11 12-13 14-16 17 18 19 20-23 24-28 29 30-32 33 34 35 36 37 38 39=4_ 44-46 47 'lt 01A I ' . � Y 1 , ci O CITYOFC RCEIp $ �1 JUN 2F 201v- C+gNHASSEI,'PLAr tA33E.,T GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 �S ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 1 SHEET 1 of 47 J Q Ln Ln� oQ En En � M Ld Z 'W^ N W Q J � W M Q T 2 J OCn 0a J W XoQ O� Z O �� U I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 1 SHEET 1 of 47 N BUTTRESS DIMENSIONS v e - Swe note 4 PIPE R3067 -V ar equal c 5' tE 0 � SIZE BI DI 82 arie I NOTES: 6' Not to Scale3° 3 3 V Grate shown 8" 1'-5 1 5" vl 1'-6" 2'- R/W (HYD) c ut 10• S-4" R/W 4'- points. THRUST to Neenah R3067 -V costing and BLOCKING 1 grate or equal. 20" MH Gate valve location Minimum of 2 maximum of 5-2" on projection of 8'-24" property line. R/W NOTE: R/W All dead e--.-d; ds to be 3'-10 extended a minimum of Precast concreteor one pipe length beyond NOTE: gate valve end closed Water main to be on with plug Ked back to north and west side tee. I center line unless LL n a conflict h ra is se Yd P with proP9@d ewalk. off or TYPICAL (JUM INTERSECTION REVISED: 2-0e ENGINEERING DEPARTMENT PLATE NO.: 1 1001 FltF WE, k VENOVSPECSI Add Mastic Between Frome Manhole Casting, Lid and Adjusting And Rings Rings (See Plates 2110 & 2111) Provide Ud Barrier an all sanitary sewer manhole(see plate 2109) ,y Manhole steps shall be Neenoh R -1981J, 16" as center. Steps Shall be on Downstream e Side Unless Pipe Diameter is 18" or Larger All pints in monhole to hove "O"ring rubber gaskets. Ino -shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush e 5" with Inside face of wall. �Kor-n-seal required. > Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Zhind.r., thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness far every 4' of depth greater than 14'. 1O K�or-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. 0 1"STANDARD CommMANHOLE REFUSED: 2-15 PLATE NO.: ENGINEERING DEPARTMENT I 2101 FILE NNME G: ENG SPECS 2101 NOTES 1. Shape of back of buttress may vary as long as poured agent firm undisturbed earth. 2. Dimension C1,C ,U6 should be larg0 ough e ento make angle equal to or larger than 45'. 3. Dimension Ai,A2,A3 should be as large os possible without interfering with MJ bolts. 4. e = 45' Minimum. 5. Place polyethylene between concrete & Pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 0 - See no BUTTRESS DIMENSIONS 24"06" slob opening for Neenah e - Swe note 4 PIPE R3067 -V ar equal 45' BEND 90' BE SIZE BI DI 82 e NI B314'- NOTES: 6' i'-5" 1 -5" 1'-5 1'-5" V Grate shown 8" 1'-5 1 5" 2' 7' 1'-6" 2'- 2- VS Grates shall be used of all low 12' 1' 10" i'-10' S-4" 2'-0• 4'- points. THRUST 3'-0" 7-0"0'- Neenah R3067 -V costing and BLOCKING 1 grate or equal. 20" PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar 8'-24" concrete adjustment rings with full 4'-4" 3'-D" beds of mortar. 3'-10 9'-30" Precast concreteor -HDPE adjustingsting rfogg s. s 17 6" precast reinforced concrete slab. a 12'-16'" LL Top of barrel section under top slob Top of barrel section below lop slab E to have flat top edge sealed with 2 beads of Ramnek or equal. E Mueller No. H-10357 EXTENSION EAll beads of Raven ext or equal. E2 pints in manhole to have - Varies 14" "0" ring rubber gaskets. Gate valve box, screw type, 4 -0 Typ. Precast concrete section No. 59 ring rubber gaskets. NOTES: 5v 1. Doghouses shall be grouted on 24" e G box, 7'-6 extended, both the outside and inside. Precast concrete section No. 58 2. No block structures are allowed. 5" Manhole steps, Neenah R198IJ or No. 59 20" equal, 16" o.d.. Aluminum steps equal. 16" a.c., Aluminum steps .,proved �6" ao aq Minimum slob thickness, 6' for 14' i" for depth Increase thickness each 4' of depth greater than 14', No. 57 " Degreases shot] be grouted on both antl reinforce with 6"z6" 10/10 mesh. VB521 Grant 2 m of manhole to 1/pipe 144" SECTION diameteerr at and slope No block structures are allowed. oapp xf grout 2" toward invert. to Coating, 1/2' Rubber VB523 TYPICAL 4' DIAMETER 266' IBM= CATCH BASIN MANHOLE REVTSE12-10 ENGINEERING DEPARTMENT PUT£ NO.: 3102 FILE NAME C: G SPECS 3102 A NOTES 1. Shape of back of buttress may vary as long as poured agent firm undisturbed earth. 2. Dimension C1,C ,U6 should be larg0 ough e ento make angle equal to or larger than 45'. 3. Dimension Ai,A2,A3 should be as large os possible without interfering with MJ bolts. 4. e = 45' Minimum. 5. Place polyethylene between concrete & Pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 0 - See no PLAN 90' BENDS BUTTRESS DIMENSIONS 6' Metal fence post e - Swe note 4 PIPE 22 1/2BEND 45' BEND 90' BE SIZE BI DI 82 D2 B314'- NOTES: 6' i'-5" 1 -5" 1'-5 1'-5" 2' 8" 1'-5 1 5" 2' 7' 1'-6" 2'- SECTION A -A 12' 1' 10" i'-10' S-4" 2'-0• 4'- PUTE No, 1 005 THRUST 3'-0" 7-0"0'- SECTION A -A Giratextile Filter Type III BLOCKING REVISED:z-oe ENGINEERING DEPARTMENT 20" 3P-6 2'-8" 5'-6' 3'-4" 8'-24" 6" Concollar Carl 4'-4" 3'-D" 6'-10" 3'-10 9'-30" Precast concrete or HDPE adjusting rings. Varies 9'-3" 6'-0" 17 PLAN 90' BENDS PLAN 45' BENDS 6' Metal fence post e - Swe note 4 CONCRETE SHALL BE IntraFl-1 Standard Details z N CONTACT WITH - Water Service 1"X1" Corporation Cock 1" Type "K" Copper ATHIS QUADRANTOF WEARTH NOTES: 7-12-86 SEG PIPE The copper service line between the main and curb bon 3 fiPP shall ob tete at slices will not be ermined P piping. 9• P P one ock BEDDINGUNDISTUR h 5. Saddles required on DIP or smoker mains and all mains m and all ains orr l larger. 6. Saddles when required ired shall be Ford style F202 double strap. ]. Stainless steel saddles required on all PVC watermain. wat 2- VB Grates shall be used at all low TYPICAL SECTION A -A PLAN 22 1/2' BENDS afiOF SERVICE CONCRETE R3067 -V casting and PUTE No, 1 005 THRUST grate or equal. SECTION A -A Giratextile Filter Type III BLOCKING REVISED:z-oe ENGINEERING DEPARTMENT vuTE No.: 1 OO2 FRE NAME G: C SPECB 10D2 3" Radius _`� No. 6860 concrete adjustment rings with full Pipe Opening Allows up to 12" diameter pipe 21J' Top Section -,, Tongue Allows up to 12" variability Sweep Seed R_o_yal vat w.myalenterprises.net l82" 21" Inspection Hood I Lu " 8- 3., 4 IntraFlow - Inside Drop system"°`B" Variable 6' Metal fence post ' 24"x36" slab opening for Neenah IntraFl-1 Standard Details z 3067-V or equal - Water Service 1"X1" Corporation Cock 1" Type "K" Copper Rev. Dale: P.O. Box 430. 30622 Forst Blvd • Stec o MN 550710 • P'e:651.462.2130 NOTES: 7-12-86 SEG W ALSO SEE PERFORATED DETAIL (SHEET 10) HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH. FOR SITE INSTALL MAGNETIED MOUNT APPUCATTON, USING RED At WHITE REFLECnVE TRACER BOX (SNAKE TAPE MAPPING OVER THE FULL LEwIN OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24• MIN. 2.0% 1/2 3' 2' HYDRANT SHOE AND K BARREL SHALL BE AS REQUIRED g PLASTIC WRAPPED 3 TTISICAL PER SECTION 2.03a. in Z n -s fi-CL 52 UIP 1 CUBIC YARD OF GATE VALVE TEE 1 1/2• CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 8"%18'X5" SOLID CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAW WEEP HOLES. O 2. MINIMUM ZS R MAIN 1 AL K L PAINTED SUER SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN BECDaO 2SH OF THE WATERMD SPEC MARKER. 4, HYDRANTSINSTALLATIONHBESHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED NA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT HYDRANT. RE PLVMB TO VERRCAL A%IS, MAXIMUM ALLOWABLE TO BE 1/2' PER FOOT OF ]. HYDRANT TO BE SECURELY COVERED WITH RASVC W1LAP OR BAG TO INDICATE THAT IT IS WL W SERVICE OF aff TYPICAL HYDRANT ��yp��ppr ��N1�B�L1G11 I N S TA L L A TI O N REVISED: 3-10 PLATE NO, ENGINEERING DEPARTMENT 1004 RLE NAME G'. ENG SPECS 1006 Percent Provide hole in top slob & seal with concrete caulking material. Stainless Steel straps & expansion bolts / Neenah R -1981J or Aluminum Slab to be furnishedwith steps at 16' o.c. or equal 27" Dia. offset opening Frost Cover PLAN VIEW Manhole Frame Casting & Lid as per detail 2111. and Cover Concrete Adjustment Ring, 2-2" Min., 3-4" Max. 6" Thick Concrete Collar E�TM2 6' Precast Reinforced Manhole Slab 2 Strict of Add Mastic Between Frame And Rings Ramnek at Equal Crispin Pressure Sewer Volvo with Back Flushing Equipment and Valves 2" S20b and S20AB or Equol Provide 2" Flange, Tee, (2) 90' Bends, and to E 2" Dia. Tap and Nipple with Saddle. Double o Strop Required on 10" Dia. and Larger pipe. 'o Smith Blair 313 or Equal Forcemain SECTION A -A PreConcrete Cove 28 Gunge Aluminum )129- 72cast Reinfonforced Con. Bose Slob 4". Handle 2" Styrofoam NRTc �-1a 1. When the manhole or catch basin structure Is L�''�'�"'' constructed oa d sign the traveled roadway a Bolt ionAluminumF Through witness post and sign shall be installed next Insulation for Frost Cover to the manhole. INTO IN O[ FORCEMAIN AIR RELEASE am= VALVE MANHOLE REVISED: 2-15 PLATE NO.: ENGINEERING DEPARTMENT 2106 FILE NAME:,'. ENG SPECS 2106 NOTE: Sv'!Rtoun table Curb & Gutter to be transitioned into a BBBtfifi type at catchlbasin. Colchlhasin Jame & Grate Npens R- 3067-V or W Grate. A Ni�� 4411. N oow design t0 gutter de reseed e. been design gutter sh grade. Neenah R -3067 -VB shall be used rt„ tat all low points. q o� q�r `Surmountable Concrete Curb & utter 2-#4-60"Long Rebars Each way ISOMETRIC No Scale 2 2 0 5' Min. Transition 5• Min. Transition o n Top of o w Curb w Design gutter line grade 2=60" LONG Fra Rebars Each way me & Casting SECTION A -A No Scale CrrrOF CURB CONSTRUCTION AT CATCH BASIN REMSED:1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME:G: MG SPECS 310e 3106 PL Street PL Variable 6' Metal fence post ' 24"x36" slab opening for Neenah Curb box with 1 1/4" standpipe and silo ionary rod z 3067-V or equal - Water Service 1"X1" Corporation Cock 1" Type "K" Copper Concrete Block Support NOTE: NOTES: 1. Do not plug and of curb stop. 2. Add 6" crimped tail to curb stop. P PSI The copper service line between the main and curb bon 3 fiPP shall ob tete at slices will not be ermined P piping. 9• P P one ock 1- V Grate shown h 5. Saddles required on DIP or smoker mains and all mains m and all ains orr l larger. 6. Saddles when required ired shall be Ford style F202 double strap. ]. Stainless steel saddles required on all PVC watermain. wat 2- VB Grates shall be used at all low TYPICAL 62 CY and up CLA WATER I points. SERVICE -- -Neenah R3067 -V casting and PUTE No, 1 005 FILE NAME 0: NG SPECS 1005 grate or equal. SECTION A -A Giratextile Filter Type III PLAN/ TITS •. PR " Minimum of 2 maximum of 5 3" Radius _`� No. 6860 concrete adjustment rings with full 6" Concollar Carl beds of mortar. Mueller No. H-10361 26" Precast concrete or HDPE adjusting rings. Varies Bibby -Ste -Croix DETAIL 27" 6' precast reinforced concrete slab. a 12'-16'" LL 0 Top of barrel section below lop slab E Tyler No. 6860 to have bot top edge sealed with Mueller No. H-10357 EXTENSION beads of Raven ext or equal. E2 Bibby -Ste -Croix B-5001 Tyler Varies 14" All joints in manhole to have "0" Gate valve box, screw type, No. 59 ring rubber gaskets. 3 piece. 5 1/4" shaft, size 4'-0" Typ No. 60 24" e G box, 7'-6 extended, Precast concrete section No. 58 14" 5" Manhole steps. Neenah R1981J or No. 59 20" equal. 16" a.c., Aluminum steps Bibby -Ste -Croix approved. VB52 No. 57 " Degreases shot] be grouted on both Gate Valve Adopter; 1/4" VB521 the outside and inside. NOTE: 144" ao ao V8523 No block structures are allowed. oapp xf Coating, 1/2' Rubber VB523 No. 60 266' Gasketalletl Between Minimum slab thickness, 6' for 14' The Gatea Valve And A depth. Increase thickness 1" for Z- 6"' Gate Valva Adapter. each 4' f h r than 14' o depth reale P 9 Q ' J � and reinforce with 6"x6" 10/10 mesh. a- A 65" SECTION No drain holes error H-10361 CATCH BASIN Mueller or American Comm VB51 fi 60' WITH SUMP WITH REMSED. 1-10 ENGINEERING DEPARTMENT -[;77;77 UT£ NO.: 31 O4 Flt£ NAME:G: G SPECS ]104 80 Resilient Wedge ValveConforming W ALSO SEE PERFORATED DETAIL (SHEET 10) HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH. FOR SITE INSTALL MAGNETIED MOUNT APPUCATTON, USING RED At WHITE REFLECnVE TRACER BOX (SNAKE TAPE MAPPING OVER THE FULL LEwIN OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24• MIN. 2.0% 1/2 3' 2' HYDRANT SHOE AND K BARREL SHALL BE AS REQUIRED g PLASTIC WRAPPED 3 TTISICAL PER SECTION 2.03a. in Z n -s fi-CL 52 UIP 1 CUBIC YARD OF GATE VALVE TEE 1 1/2• CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL) 8"%18'X5" SOLID CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAW WEEP HOLES. O 2. MINIMUM ZS R MAIN 1 AL K L PAINTED SUER SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN BECDaO 2SH OF THE WATERMD SPEC MARKER. 4, HYDRANTSINSTALLATIONHBESHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED NA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT HYDRANT. RE PLVMB TO VERRCAL A%IS, MAXIMUM ALLOWABLE TO BE 1/2' PER FOOT OF ]. HYDRANT TO BE SECURELY COVERED WITH RASVC W1LAP OR BAG TO INDICATE THAT IT IS WL W SERVICE OF aff TYPICAL HYDRANT ��yp��ppr ��N1�B�L1G11 I N S TA L L A TI O N REVISED: 3-10 PLATE NO, ENGINEERING DEPARTMENT 1004 RLE NAME G'. ENG SPECS 1006 Percent Provide hole in top slob & seal with concrete caulking material. Stainless Steel straps & expansion bolts / Neenah R -1981J or Aluminum Slab to be furnishedwith steps at 16' o.c. or equal 27" Dia. offset opening Frost Cover PLAN VIEW Manhole Frame Casting & Lid as per detail 2111. and Cover Concrete Adjustment Ring, 2-2" Min., 3-4" Max. 6" Thick Concrete Collar E�TM2 6' Precast Reinforced Manhole Slab 2 Strict of Add Mastic Between Frame And Rings Ramnek at Equal Crispin Pressure Sewer Volvo with Back Flushing Equipment and Valves 2" S20b and S20AB or Equol Provide 2" Flange, Tee, (2) 90' Bends, and to E 2" Dia. Tap and Nipple with Saddle. Double o Strop Required on 10" Dia. and Larger pipe. 'o Smith Blair 313 or Equal Forcemain SECTION A -A PreConcrete Cove 28 Gunge Aluminum )129- 72cast Reinfonforced Con. Bose Slob 4". Handle 2" Styrofoam NRTc �-1a 1. When the manhole or catch basin structure Is L�''�'�"'' constructed oa d sign the traveled roadway a Bolt ionAluminumF Through witness post and sign shall be installed next Insulation for Frost Cover to the manhole. INTO IN O[ FORCEMAIN AIR RELEASE am= VALVE MANHOLE REVISED: 2-15 PLATE NO.: ENGINEERING DEPARTMENT 2106 FILE NAME:,'. ENG SPECS 2106 NOTE: Sv'!Rtoun table Curb & Gutter to be transitioned into a BBBtfifi type at catchlbasin. Colchlhasin Jame & Grate Npens R- 3067-V or W Grate. A Ni�� 4411. N oow design t0 gutter de reseed e. been design gutter sh grade. Neenah R -3067 -VB shall be used rt„ tat all low points. q o� q�r `Surmountable Concrete Curb & utter 2-#4-60"Long Rebars Each way ISOMETRIC No Scale 2 2 0 5' Min. Transition 5• Min. Transition o n Top of o w Curb w Design gutter line grade 2=60" LONG Fra Rebars Each way me & Casting SECTION A -A No Scale CrrrOF CURB CONSTRUCTION AT CATCH BASIN REMSED:1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME:G: MG SPECS 310e 3106 PL Street PL Variable 6' Metal fence post denoting curb box. Top 6" pointed blue. Curb box with 1 1/4" standpipe and silo ionary rod z E - Water Service 1"X1" Corporation Cock 1" Type "K" Copper Concrete Block Support Water Main NOTES: 1. Do not plug and of curb stop. 2. Add 6" crimped tail to curb stop. P PSI The copper service line between the main and curb bon 3 fiPP shall ob tete at slices will not be ermined P piping. 9• P P one ock ra t be 1" x 1" maids diameter. 4. Corporation cock d h 5. Saddles required on DIP or smoker mains and all mains m and all ains orr l larger. 6. Saddles when required ired shall be Ford style F202 double strap. ]. Stainless steel saddles required on all PVC watermain. wat CfOF TYPICAL 62 CY and up CLA WATER I C SERVICE REwsED.2 11 ENGINEERING DEPARTMENT PUTE No, 1 005 FILE NAME 0: NG SPECS 1005 ADD MASTIC BETWEEN FRAME AND RINGS X1.5" BIT. WEAR &i BARRIERTEQUAL �2". SIT BASE SEE DEATAIL 2109HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SETSEALANT OR APPRO6" THICK CONCRETE COLLAR NOTE: '2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL BE PER DETAIL 2111. �VARiEs ADD MASTIC BETWEEN FRAME AND RINGS BIT. BASE - OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR MORTORRING 2?) ADJUSTING RINGH PRECAST S I I&I BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NQTES. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4- TO 1/2" MORTAR. / / 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS 1S1I1HAALLINCLUDE NEW RINGS FROM CASTING TO CONE. CMO[DMANHOLE CASTING AND CEN ADJUSTING DETAIL REVM1Ea 2-I5 1 PLATE NO, ENGINEERING DEPARTMENT 2110 FILE NAME', G: ENG SPECS 2110 R P LI �:�: RAISED FWSN 7.5' Minimum cover required WATER Tyler RIPRAP RMHOE �• �� C.fL.�ii1'�6 At Mueller No. H-10361 •_ •w1 �•� ! • No. 8-5160 PLAN RIPRAP REQUIREMENTS NTS PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED TOUNDER DEPARTMENT TO • OF 0O 36" TO 48" 23 to 38 CY CL3 FABRIC OR EQUAL • UP 62 CY and up CLA (one cubic yord is approximately 2,800 a, 2' RIPRAP e •:�. see �:• • Grade Granular Filter (MNDOT 3601.2B) SECTION A -A Giratextile Filter Type III TITS •. PR " Adjust top to 3/4" below a or Filter e • •.et (MNDOT 3601.28) No. 6860 extile Filter Type III a grade. Box to be set to Mueller No. H-10361 26" Q provide 12" of adjustment. Bibby -Ste -Croix DETAIL 27" Orn a U LL R P LI rouaaxrxr NUMBER, ALL IWES ME RAISED FWSN 7.5' Minimum cover required WATER Tyler No. 6860 RMHOE over tap of water main. Mueller No. H-10361 Bibby -Ste -Croix No. 8-5160 Provide Valve Slam Risers CHAflBASSEN AND LIDS DETAIL To Within 6" Of The Surface ENGINEERING DEPARTMENT NO.: 2111 If The Distance From Cn The Top Not Of The Volvo To Z Z Z_ Cl) V i The Surface Is Greater Than 8•. Grade li Z2 Adjust top to 3/4" below Tyler No. 6860 26" a grade. Box to be set to Mueller No. H-10361 26" Q provide 12" of adjustment. Bibby -Ste -Croix No, VB502 27" Orn U LL 0 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" e G box, 7'-6 extended, Mueller No. 58 14" p6 round base No. 59 20" Bibby -Ste -Croix VB52 No. 57 " Gate Valve Adopter; 1/4" VB521 No. 58 144" Steel With Protective V8523 No, 59 2' Coating, 1/2' Rubber VB523 No. 60 266' Gasketalletl Between The Gatea Valve And Gate Valva Adapter. BOTTOAVB51660' Tyler6860 65" Mueller. H-10361 65 Mueller or American Bibby- VB51 fi 60' Flow Control 80 Resilient Wedge ValveConforming to AWWA to be C-515-80 Standards d per With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block 0101 TYPICAL GATE VALVE Cflg= I AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT Rum Na.. 1006 FllE WME G: NG BPECB 1008 _ 1 3/8 LETtERst• 2 I/r ;ED FLUSH 1. is L MAOL GROOS£ IN UO SEAT r 3/4' MREST (T60 TOUR GNIXE . i/8- ITTRILE,T-SUt/CQVaNm nCKNtIIE DETAIL GASKETED WS USED FOR SANITARY M WATER YNIHOIES cusaw LOGO rouaaxrxr NUMBER, ALL IWES ME RAISED FWSN Nun? • CXANXA••rw rM rn w Mwfw•. 31 SANITARY MANHOLES „-WTORM RMHOE MANHOLES PER NE1015 5440 -WATER MANHIXEs X111 u-) Ln 1. BMTs NOT REQUIRED UNLESS CALLED OUT M' To 3r 2 1/4• I CTU RED IN USA e. QIAl1FlEs NORLEFa GREp3 1' MATERALS B. UD -CAST MAY IRIXI As1M A -W CLASS Sell 2 FLU r TSI FRAME-CASTSEAR g& IRON, ASTM CLASS LOA SED RAISED RUSH CGTLF/lID PICY3NyE DEfNL OR C a FI wFGHT-BARE METAL Use PAINT DR CUBS 9. MY]g1T5: iRAME 126 ills / UC 122 !86 �1�p p Of X111 u-) Ln MANHOLE CASTINGS CHAflBASSEN AND LIDS DETAIL REFUSED: 2-15PLATE ENGINEERING DEPARTMENT NO.: 2111 FILL WE: G: ENG SPECS 2111 Cn See City Plate No. 3107 for riprap placement. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom of pipe. ISOMETRIC NTS NOTES; I. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All naw Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. ��C��ppft��o�rr� FLARED END SECTION Il➢SlIm111)IDll REVISED: 2-1D "A NO.: ENGINEERING DEPARTMENT 3108 TIES WE, C: G SPECS 3108 CL PL VARIABLE FENCE g. PCSTS m Z WYE PLUGGED EN r / 1/8 BEND o' 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT w �- 2'X2" MARKER T-1/2 PIPE DIAMETER MIN- SEE NOTE 2, SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES E CES 0 BE USED N CONJUNCTION WITH PLASTIC PIP SEWER ED MAINS FOR DEPTH OF COVER 16 FEET OR LESS: NOTES; 1. SOLVENT WELD ALL JOINTS.NON GASKETED ( ) 2, WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH INSTALL A fi' AFL . N L HE METAL FENCE POST NEXT TO 2 X 2 MARKER TAND PAINTREQUIRED TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). CflTOF TYPICAL SANITARY CUIMM SEWER SERVICE REMSED: 3-09 ENGINEERING DEPARTMENT PUTE Na: 2001 FILE PoWIE:G: ENG SPECS 2001 NOTE' 1V Grate Shown 2- VB Grote Shown shall be � used at all low paints. c Face of Cure-7- Direction urbDirection of Flow PLAN Catchbosin casting. and grate Neenah - R3067 -V or equal Grate to be 2" below 3" radios curb box. gutter grade. 5' transition curb on each side of cutchbosin. .Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Vories concrete adjustment 24" x 36" rings allowed with 1/4" Precast 5" 3' minimum to 1/2' bed of mortar between each odd a 6" thick concrete collar 3" Grout on the outside. 6"Min. base Doghouses shall be gr SECTION on both the r C TI O N inside and outside. JL NOTES, 1. Steps shod be provided in all itch basin/manholes and storm sewer manholes. 2. Caso9 Y n to be total] encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. Cfff STORM SEWER CATCH BASIN Cfld= 1 2' X 3' RECTANGULAR REVISED: 2-10 PLATE N0: 31 D1 ENGINEERING DEPARTMENT FILE NAME:G ENC SPECS 3101 PL CL PL 30' 30' 15.5 to Back 15.5' to Back Wear Course to be 1/2" Above Edge of Gutter 3.0% 2.0% i \ri5:1 4" Topsoil, Seedy �� I L 1 1/2"-MNDOT 2360 SPWEB340 & Mulch or Sod. L Draintile Tack Coat - 2357 Surmounlobie 2"-MNDOT 2360 SPNW8330B Concrete Curb 12" -Class 5 Aggregate Base 24' MNDOT 3149.28 Select Granular Borrow ('See Note 7) 10 Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0X. 3. Minimum street grade 0.757 4. 4.0" Topsoil placed In disturbed areas 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface sholl be placed the next constructionion season following placement of the bituminous base. 7. A test roll n the prepared s ector.e shall y performed by the owner in the presence of o city tion base The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. bill l OF TYPICAL RESIDENTIAL OMEN STREET SECTION RENSEa:4-14 PULE N0: RLE NAM E:G:�ENG�SPECS�s2Do ENGINEERING DEPARTMENT 5200 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 '.wN ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT N0: 215-0119 1 SHEET 2 2 of 47 � J M Q u-) Ln �a i J ~ 5- G M Cn Z Z Z_ Cl) V i O p WN Z a �= J Q a Z W Orn U LL 0 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT N0: 215-0119 1 SHEET 2 2 of 47 � a 513111 R{ jl f { 4 a 1t 1 el I - sot(a 12A 1' eyg a a h TyP€$ { ;A1EIS $}3 / v Sza2pe�3le3 is SE P¢¢x36till aip 3s ev {' 8x3{T je a?zya all I s Ali j n£ E �ayy6ls z��a :2 y o `a3 /I� E5:3?E ie Hit E$ii Ni B w CUT La f o { INSSo O 11 5t` diyEe 3Aa5S2 114 i 5 IT {4$��y �5ag 4d 313S4i26Si 4 S 5G E 16 ° 3j1g11 4 it 1 = o,te 831 iR3{!e 4 H16 a; a s'°m�y��g�`3.�x:; ig Ex 1 {1�y{p$!_$P54iY4 Q/ae�ey$,��p} b P[I. X3i 0 Er aa.iBlSQdB l EXi'EX'J ©Fj@Qe e'J b"C1% �{{ff�p�l�O�F{ Pedestrain Curb Ramps U➢N{OhWGl1 Page 2 of 5 REVISED. 3-14 �� " :Ecs\s21sA ENGINEERING DEPARTMENT 5215A FILE NAME G\ENG\SP AGGREGATE BASE i MNDOT SELECT GRANULAR BORROW g � COURSE FILTER AGGREGATE a �MNDOT 3149.2H m 12' DEEP N GRADE TO DRAIN CLAY SUB -GRAD �- 4" PERFORATED PIPE GEOTEXTILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC 6" GONG- rCOLLAR PIPE DETAIL GROUT AROUND PIPE NOIES: 1. CLEANOUTS REWIRED AT 300' INTERVALS & ALL ENDING POINTS.AS 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. BM 4" SUB -SURFACE IBM= DRAINTILE REV6EO J-14 ENGINEERING DEPARTMEPLATE NO.:NT 5232 AAAAA FlE NAME:Q 0 SPECS 5232 CATCH BASIN IN RADIUS 10 SURMOUNTABLE TRANSITION V CURB & GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' GP height 2 drop L10' long transitional height curbing I 4" height - MNDOT B618 GONG. C & G SURMOUNTABLE C & G SEC -ION A -A UffOF I TYPICAL CURB ME= RADIUS REv"i t -t0 ENGINEERING DEPARTMENT No_ 5204 FILE NAME:G: NG\SPECS\5204 \ = aIII aeIt h '` a8 za3PR "e. 5 *)5Ila. - D,gT A3. '' € � is3gpjjp y1, 5a �T ,t m lag ageP is My 1,pf f�,3a a[['<2,$£gayge lig TiaS 3eE iQ§sraa$'gNs k 3 E c _z a s $ e : = e 6. !r• F is 3..,. a.,€., IF Pops a$ ®9 i 4hal� [ x ,€s,o R e € c t .I eA a Ig WA.F. F 4 =1 Its iss 5 S If Eye 'aa $ /Y�T® w l �[gP 7 '71'µ_'r B Gil OF Pedestrain Curb Ramps Page 3 of 5 REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO, 52158 FlLE NXME:G'.\ENG\SPECS\52159 HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. ///--- METAL TOP PLUG MADE OF / MATERIAL TO ALLOW LOCATES /i// VIA METAL DETECTOR. FINISHED GRADE I ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) 1=11=I I FE 1=1 = w i l I l-1 I_I I Mi I I- w =III=III=11I = 1-I I_I I I -III -I wi o -� I I-' I -IIII III -I I -I I -I � � II II1=_1 1 111-11 III II RIOGIO SOR-35 �10' MIN. NOTE: 1, SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3, BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WIRE AS PER SPEORCATIONS. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTPATY TEST. CffIOF SUB CFORVE INLINE SEEENDOF RUN CLEANOUTS REVISED: I -Ix ENGINEERING DEPARTMENT PLA>E N°.: 5234 FILE LAVAL G: C SECS 5234 X 6' Distance to EE variable /2"r I by Num TDu eMwwrnW .was v 3"r Top Bituminous Material _227,02' \\ Slope ( S2Y.SBY SEETSU .UTO 3 4" er fl / I➢°P KEONE KKTIIME ' DAs. � n N HIGH/LOW PT. 60' R DIUS //7501 FOR 60.25 8"e 18' MnDOT 8618 DRAINAGE Concrete Curb and Gutter - 6 is once to variobis 1/2"r�F 3•'r 1/2"r Top Bituminous Material 285'52'50"PRC\ Slope m 314 per MnDOT BE12 AIF Tep1E'ftD aRL. Concrete Curb and Gutter Jo .. llE'S TE: 8" 12" wiUse Only with Private Driveways. CIRCUM 45,5' RADIUS=285.88'/360' Parking Lots, or Medians, O1 RdOVPBE K_PMEAPRWF TEP LOAf1OLPR 12"R 16' Top Bituminous Material UWMG STAOARD BASE SHAH R TWE -N CA; sled 68'R STANDARD CUL-DE-SAC ANI . OF, R I.. ATA,IEgAapT A. X 'I/,- X 4• F. X Ye COM./IND. 60'60' HAD. 48' RAD. URBAN RAD. 45.5RAD. RURAL 60' RAD. 40'. RAD.• aN IT TTLL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2, PLUS 6' GRAVEL SHOULDER. (RURAL) Ma(MSs Cf" M1 OF Y MSTAUEO a"s WARN EERxC[3OR3 TYPICAL Surmountable 17 1/2^ 10 1/2^ REVISED: 1-10 Concrete Curb and Cutler 28 PLATE NO.: 5205 FILE NAME: G: ENC SPECS\5205 I. Al' 4' 1 1minouhou � Bitus Surface Bituminous Curb T ' Shoe Formed 6 N1 CflTOF TYPICAL CURB mom AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PUTE HO.: 5203 RLE NA Ns U' ENO\SPECS 5203 � a 513111 R{ jl f { 4 a 1t 1 el I - sot(a 12A 1' eyg a a h TyP€$ { ;A1EIS $}3 / v Sza2pe�3le3 is SE P¢¢x36till aip 3s ev {' 8x3{T je a?zya all I s Ali j n£ E �ayy6ls z��a :2 y o `a3 /I� E5:3?E ie Hit E$ii Ni B w CUT La f o { INSSo O 11 5t` diyEe 3Aa5S2 114 i 5 IT {4$��y �5ag 4d 313S4i26Si 4 S 5G E 16 ° 3j1g11 4 it 1 = o,te 831 iR3{!e 4 H16 a; a s'°m�y��g�`3.�x:; ig Ex 1 {1�y{p$!_$P54iY4 Q/ae�ey$,��p} b P[I. X3i 0 Er aa.iBlSQdB l EXi'EX'J ©Fj@Qe e'J b"C1% �{{ff�p�l�O�F{ Pedestrain Curb Ramps U➢N{OhWGl1 Page 2 of 5 REVISED. 3-14 �� " :Ecs\s21sA ENGINEERING DEPARTMENT 5215A FILE NAME G\ENG\SP AGGREGATE BASE i MNDOT SELECT GRANULAR BORROW g � COURSE FILTER AGGREGATE a �MNDOT 3149.2H m 12' DEEP N GRADE TO DRAIN CLAY SUB -GRAD �- 4" PERFORATED PIPE GEOTEXTILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC 6" GONG- rCOLLAR PIPE DETAIL GROUT AROUND PIPE NOIES: 1. CLEANOUTS REWIRED AT 300' INTERVALS & ALL ENDING POINTS.AS 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. BM 4" SUB -SURFACE IBM= DRAINTILE REV6EO J-14 ENGINEERING DEPARTMEPLATE NO.:NT 5232 AAAAA FlE NAME:Q 0 SPECS 5232 CATCH BASIN IN RADIUS 10 SURMOUNTABLE TRANSITION V CURB & GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' GP height 2 drop L10' long transitional height curbing I 4" height - MNDOT B618 GONG. C & G SURMOUNTABLE C & G SEC -ION A -A UffOF I TYPICAL CURB ME= RADIUS REv"i t -t0 ENGINEERING DEPARTMENT No_ 5204 FILE NAME:G: NG\SPECS\5204 \ = aIII aeIt h '` a8 za3PR "e. 5 *)5Ila. - D,gT A3. '' € � is3gpjjp y1, 5a �T ,t m lag ageP is My 1,pf f�,3a a[['<2,$£gayge lig TiaS 3eE iQ§sraa$'gNs k 3 E c _z a s $ e : = e 6. !r• F is 3..,. a.,€., IF Pops a$ ®9 i 4hal� [ x ,€s,o R e € c t .I eA a Ig WA.F. F 4 =1 Its iss 5 S If Eye 'aa $ /Y�T® w l �[gP 7 '71'µ_'r B Gil OF Pedestrain Curb Ramps Page 3 of 5 REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO, 52158 FlLE NXME:G'.\ENG\SPECS\52159 HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. ///--- METAL TOP PLUG MADE OF / MATERIAL TO ALLOW LOCATES /i// VIA METAL DETECTOR. FINISHED GRADE I ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) 1=11=I I FE 1=1 = w i l I l-1 I_I I Mi I I- w =III=III=11I = 1-I I_I I I -III -I wi o -� I I-' I -IIII III -I I -I I -I � � II II1=_1 1 111-11 III II RIOGIO SOR-35 �10' MIN. NOTE: 1, SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3, BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT. TRACER WIRE AS PER SPEORCATIONS. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTPATY TEST. CffIOF SUB CFORVE INLINE SEEENDOF RUN CLEANOUTS REVISED: I -Ix ENGINEERING DEPARTMENT PLA>E N°.: 5234 FILE LAVAL G: C SECS 5234 X CITY OF CHANHASSEN Y I by Num TDu eMwwrnW .was v Pp0' _227,02' \\ SO ( S2Y.SBY SEETSU .UTO 16 / I➢°P KEONE KKTIIME ' DAs. Rightl-of-Way 9oA IxsTAUEO ouER MATER smnx HIGH/LOW PT. 60' R DIUS //7501 FOR 60.25 I'^ DRAINAGE _ CURB AND GUTTE^. -, �yII--1I� lin , Os r»sNce ly 285'52'50"PRC\ _ F X Swiss Is !Y1 AIF Tep1E'ftD aRL. J• Jo R90 llE'S 6025' CIRCUM 45,5' RADIUS=285.88'/360' ___ `� g0l O1 RdOVPBE K_PMEAPRWF TEP LOAf1OLPR ,. x WiCEFTE OMwRAY ENALL OF 6r5Ei BACY Or real mores CENMMWs PAST , >Ay`�3j Ivi S.\AY' la \\ UWMG STAOARD BASE SHAH R TWE -N CA; sled I \J STANDARD CUL-DE-SAC ANI . OF, R I.. ATA,IEgAapT A. X 'I/,- X 4• F. X Ye COM./IND. 60'60' HAD. 48' RAD. URBAN RAD. 45.5RAD. RURAL 60' RAD. 40'. RAD.• •NOTE: IT TTLL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2, PLUS 6' GRAVEL SHOULDER. (RURAL) Ma(MSs Cf" M1 OF Y MSTAUEO a"s WARN EERxC[3OR3 TYPICAL com CUL-DE-SAC REVISED: 1-10 ENGINEERING DEPARTMENT ILADaWRCED PLATE NO.: 5205 FILE NAME: G: ENC SPECS\5205 lq a 1 5 Y3 ReN" ap y$J 3¢ GE is Y2al 1 di e3 d eg ,fid{i 2 �x'da % € IT Ii u € 5 14 13 8 N Yli4a I 7 a $Ri&.. a sx, E2Ba i 1�i� Fq. a sq S§SEC s T enai% aq w y4 �1 S2 gg 3 5 gt. aec% 69 s 2 4 ... 5g gy.1 ryby KT9 ° 4.5¢n yy ;`�)$af /! q i £3 a M 119219 EYa 4.u4 iR in, g p6 .3 6 :. d y T i 3 [ ap yN' SB 1E�54e��.a3G�r,ti,Sz'S F o r ae r �> 7{ aS vIV g! BI L- a 0 1N g 53 3a Q 1 % All g . 1 C� g IS - To s9 { =.. 4q. 7 t e ( 'svtie i BFECT, Ar AT 11 0 O Pedestrain Curb Ramps CBMSEN Page 4 of 5 REVISED: 3-14 PLATE NO.: FlLE NAME:G\ENG\SPECS\5215c ENGINEERING DEPARTMENT 5215C SrNCRAI NOTES. TYi4Y BALL CONTAIN ALL MLOMCAtM x MIi T To rWWINPLY W x Or oNMI n .... Pn.. Mo BM MA". SHILL MONDE M'a Mx Mas IN 1M Crr, (Q) SPAR aww"AEs AN AG¢ . pi AM ALL CSE XOTENTS AND ul¢K MW As Fled 1 Me EMAET LOCATIM OF ALL I.' man ASSeY&IES S,wL EE ST. BY OE Efirs. uREs .. MOKED OR TMs I NdCT SALT. BE MSPS . AN ARAOLEO 1. IOARTR FF a 7R As L.. A A° ex-r"T's int.. ccrefirei. 5YmM "FEEL Ra OPER W�rBMm Tum ENPMEC EST PA WY=Ml MAUL BE STRUCNRHLT EFgiEO FOR ITS NPH WAST EXACT Au UGIT (Tiansy. MOMI IT.A. uGNr PpES AN. ST.' cRamNVSI On. BER. .1 ELL[ WRAN ON resONE r ALLY MSTXMEO AT ALL ETeTET aNSCONS MOAT Ne, IMW SEA - SANY wee)Rs F. STATTAI 1. ..AT OOaR CPENRW ffff�QF LIGHTING DOE{I�WLII POLE REVISED: 2 05 ENGINEERING DEPARTMENT PUTS NO,. FIAlyi G_\ENC SPECS 5240 5240 1 NO CURB & GUTTER CITY OF CHANHASSEN GENERAL NOTES TYPE R LUMINAIRE I by Num TDu eMwwrnW .was v LawULATTE SHALL Se ALI Uses Li Faces I( e BACs or APEAM sr ( S2Y.SBY SEETSU .UTO R of Grade for Service to be installed R I➢°P KEONE KKTIIME ' DAs. Rightl-of-Way 9oA IxsTAUEO ouER MATER smnx ACTS Ar"',,i,cPRENPE1. Iw. RApg1Aq"IRE EG. A LAN. S ekAx FEETware UNTALL RAT .1 �yII--1I� 1 E so MAY MIVEWAY Mores INSIDE PROPERTY Os r»sNce �5 OS IFN MATE, OF Wo'.. pTMf➢ ALLMAAN Mod CCIYS . R e . ITT. Lf MIR). F X Swiss Is O AIF Tep1E'ftD aRL. J• Jo ma..FYNM EEPes sgl-sw be "Ary. EGIAL llE'S NOMI ®. MWT MNESS IN ROw SHALL BEA MNIMUM M 2-Y LIFTS M ON F THE cUTIB NEEM TO BE REMACTS FRN ME ABOVE OBTAIN. now SMUT REPLa NT O1 RdOVPBE K_PMEAPRWF TEP LOAf1OLPR ,. x WiCEFTE OMwRAY ENALL OF 6r5Ei BACY Or real mores CENMMWs PAST , O UWMG STAOARD BASE SHAH R TWE -N CA; sled RHA ran ^ © ANI . OF, R I.. ATA,IEgAapT A. X 'I/,- X 4• F. USE µ (l/T) RMAR %AB RaITORCI EN ROTI RASED O S' ON CENiERi Di PRowoE MRNNA GRMIN LVO w a ETIT 741 sins MOM a M Nc TRIAL M Edi slut x sTAE1E0. O DER m THE LMAAME sx.L Exmo ERM. IK Paa" cA eAY 8A1.3 OF STATI ix -FEE Is E NSEs M. TC sr xDAw MRWm LLE .. s AI Ross A SE EM.... " CCMECIWS 91A11 BE USFO NYS IT EARN Mar EprwA<nM AMss NNIf55 AM EExis M dFUUTUNE wATEiMRGp NYMLd IMF KB AAM A BNS91M1 TWE FW MAL flulExT rv2 SrNCRAI NOTES. TYi4Y BALL CONTAIN ALL MLOMCAtM x MIi T To rWWINPLY W x Or oNMI n .... Pn.. Mo BM MA". SHILL MONDE M'a Mx Mas IN 1M Crr, (Q) SPAR aww"AEs AN AG¢ . pi AM ALL CSE XOTENTS AND ul¢K MW As Fled 1 Me EMAET LOCATIM OF ALL I.' man ASSeY&IES S,wL EE ST. BY OE Efirs. uREs .. MOKED OR TMs I NdCT SALT. BE MSPS . AN ARAOLEO 1. IOARTR FF a 7R As L.. A A° ex-r"T's int.. ccrefirei. 5YmM "FEEL Ra OPER W�rBMm Tum ENPMEC EST PA WY=Ml MAUL BE STRUCNRHLT EFgiEO FOR ITS NPH WAST EXACT Au UGIT (Tiansy. MOMI IT.A. uGNr PpES AN. ST.' cRamNVSI On. BER. .1 ELL[ WRAN ON resONE r ALLY MSTXMEO AT ALL ETeTET aNSCONS MOAT Ne, IMW SEA - SANY wee)Rs F. STATTAI 1. ..AT OOaR CPENRW ffff�QF LIGHTING DOE{I�WLII POLE REVISED: 2 05 ENGINEERING DEPARTMENT PUTS NO,. FIAlyi G_\ENC SPECS 5240 5240 1 NO CURB & GUTTER CITY OF CHANHASSEN 5558 I by Num TDu eMwwrnW .was ! FXII.SON ARi a In ad T reties a INE SLA9. I( e BACs or APEAM sr z4 MOA wow AT Ro. w. R of Grade for Service to be installed R - Rightl-of-Way 9oA IxsTAUEO ouER MATER smnx SECTKw THaMESS. RApg1Aq"IRE EG. A LAN. S ekAx 3'I� GE 3 CORED. 1M_ I. ' a3' 1 E so MAY MIVEWAY Mores INSIDE PROPERTY IF XANOCOVER ALLGy5 �5 g zP A. MOTH 1. Row EDOe OF F X Swiss Is Ex. PAUEUENT FM Ci J• Jo JD t' YN4Vi UHE GW LEG JdMi NOMI ®. MWT MNESS IN ROw SHALL BEA MNIMUM M 2-Y LIFTS M ON F THE cUTIB NEEM TO BE REMACTS FRN ME ABOVE OBTAIN. now SMUT REPLa NT ON xW5 AMi ...a. ANS! YwNT AW NFL. fa' emn 0' s C1CN MOM SAIF PA� ,11 TG L4T1 EAsnN 111 .1. SNE£T ,. x WiCEFTE OMwRAY ENALL OF 6r5Ei BACY Or real mores CENMMWs PAST , E 51NO MN£wAY R wNMINW3 w No. TC H REslwEp. OF Ott Re. A y u or z r LOTS w Tile ALMS MewEss sou A R M oCNpER AMR a cess s RHA ran ^ FAswAY le USE µ (l/T) RMAR %AB RaITORCI EN ROTI RASED O S' ON CENiERi FILE NAVE G: \ENG\SPECS\5209 AA COHR AS ..FACILITY, OY NN' `1 M➢ 1 TEV 11 MRN SNITOiF s A ME OR.VTFR w a ETIT 741 sins MOM a M Nc TRIAL M Edi slut x sTAE1E0. NTS C w ow N.n CURB & GUTTER 8A1.3 IT EARN Mar EprwA<nM AMss R "' IAME 1 IT REM Ml.Way80 Ma(MSs Cf" Y MSTAUEO a"s WARN EERxC[3OR3 ALLOWED ON SITE OUTSIDE R MS KWI Aa Y RAMV$ REou Nm ACFIB ILADaWRCED CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 I. Few .-n«N., NOTES 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. w."r.IL 3. SIGN SHALL HAVE WHITE BACKGROUND WITH �ww..N�wwM[ nom WF. WwaivMT M z.jB v sne . eT LO NTS Nwr..wM Ar„MMNa 1-0 vWA eW .» gffF O �lll i CONCRETE RESIDENTIAL ENGINEERING DEPARTMENT DRIVEWAY ENTRANCES CAIABISS®1 WITH AND WITHOUT CURBS REASED:10-oe ENGINEERIXG DEPARTMENT AAAAAI PUTS NQ.: 5208 FlLE NAME: C: G SPECS 52°8 UMM VARIABLE MINIMUM 11' 12' 10 I 1/2" PER FT. SLOPE TOWARD ROADWAY CURB TOPSOIL TYPICAL I 3" MNDOT 2360 SPWEB340B 6' CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER LI..OSH ULDERS TO BE BACKFILLED AND RESTORED WITH 3' OF TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3,. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REWIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 761Sv U12-0882 HARDWARE PACKAGE INCLUDES: SG (4) 1'x4' GAL¢ CURRUGE SOLTS FULL THREADS. (4) ROUND FLAT WASHERS. (5) NUTS. L (4) LOCK WASHERS. IF (4) 3"x 3"xr TAPPED RETNNING WASHER. T 6.75' TO 1Y DIA. BOLT CIRCLE (4) NOTCHES IN DRAFT 0 ALLOW BUT HEAD N 2 CLEARANCE s 1. Es 1. FINISH HOT DIP GALVANIZE PER ASTM -A155 LATEST SEASON). BASEPLATE E PRP NTIC(R TO SHAFT AXIS & 1" jW � 2 SE LATE i0 B E ETN ( ) AND NONE CENTERLINE CONCENTRIC (4185) U SHAFT A%I5. 3. STENCIL MIN 1/2 IM LETSERS MANUFACTURER'S NUMBER AFTER I. PILOTOT 2NC. POINT AND SHAFT AXES TO BE CONCENTRIC LF/ - R.66" DIA. 5. FAN AND RI LINE RPEN 2). a0 5. PLANE CUT SLOT (LAST. PERPENDICULAR TO THE BASEPLATE. 6. PREHEAT, TEAUX AN BL PILOT PONTN ONO, AND CLEAN BASEPLATE TIR AND PILOT PT ON ALL WELDED AREAS. 7. EXCE ECU/ IRREGUL WN O PERMEABLE. (1) D. (2) NO l TO EXCEED OLVI BELOW NOMINAL SURFACE LEVEL. /3 14'OA PEAKS OR NOMINAL S IRREGULARITIES NOT TO EXCEED 1/32" ABOVE NOMINAL SURFACE LEVEL OR MTERSECRCws OF HELIX NOMINAL SURFACES S.ALL. S. ALL IS BE NEW. UNUSED AND MILL TRACEABLE LE MEETING NG THH E FC4LOWING SPECIi1CAi10N5: 9A5 PE LATE_ ASTM A28 -(LATEST REASON) STRUCTURAL STEEL (CONFORM TO AASHTO TECH. BOL. 1270.) SHAFT, ASTIM STEEL PIPE PILES.252-(LAWST REVISION) GRADE 2 ALTERNATE MATERIAL u AS ALL RAOIAI SECTIONS NORMAL A53 -(LATEST REVISION)M TE E OR 8, GRADE B. TO ANTIS +/- S STEEL Chi OR ASTM 4500 -(LATEST REVISION) REVISION) CRAM B STRUCTURAL STEEL ILIBING. HF1Ix: ASTM A636 -(LATEST REVISION) HOT ROLLED STEEL PILOT POINT ASTM AAS -(LATEST REVISION) STEEL sm. PITCH SOUS, CARR BUT PER ANA 111 845 JAES GRADE-& 10. BASEPLATE IS PERMANENTLY STAMPED WITH ALl RADIAL SECTIONS NORMAL MANUFACTURERS IDENTIFICATION 'ABO" 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 FL LB. (S10E AEW OF TRUE MEDICAL FORM) cm of LIGHTING �M� ASSEMBLY BASE DETAIL R DEI D, 2708 ENGINEERING DEPARTMENT PLATE NO. 5241 FlLE NAME: G: G SPECS 5241 la' OTTER raw PA NO CURB & GUTTER CITY OF CHANHASSEN �l S0' MAX -Y MGM MSIDE PHCIATQtTY f e IF HARGCUwt ALLOWS g 24'I WON AT Row. R. -t . R.O' W. H P KAgUS 5 M6T43E0. A MIN OF J' RADNS 6 RaE NEWIREO. sr DSlence from Sewer Main to Cleonout ___- R of Grade for Service to be installed Ex PA4fMENr Oro IY SAWUT UNE Me de DRREWAY SANCUI ALL STREET PATCH AREAS AND TACK XFORE PAVING. Has IUM TTNINOUS STREETS CMMACTM MOST SANCEN AND wastead um IV ST.P OF SMEE' SECTION MM MEAN PAEMem TO WTM EXS1MG STREET SECTKw THaMESS. IoDMKWAT MKKHESS TO THE TMT OF MAY SHALL BE A MINMUM SE 2-3" Dels a BITWIN S MM V OF CLASS s FOR SAY CURB & GUTTER 1O. OEER FROM PAL 1 E so MAY MIVEWAY Mores INSIDE PROPERTY IF XANOCOVER ALLGy5 IT g zP A. MOTH 1. Row saw F X Swiss Is TATENACWS KRFpNRFD, J 3'� -Is S OF WRB J• ewatwes sum - dmroMq r .rT, wi bo.eT. maanoln, icM1 bin T. npl.om T. eta res lT b..T. pow., pee,. TTEfis y'operty c b, "i7d"Cne y boxes MII not be "NOT. f a enl SYTL ur not aw ble xdn" ITT. Mor NOMI ®. MWT MNESS IN ROw SHALL BEA MNIMUM M 2-Y LIFTS M TTUMMWS MM fi OF r3A4 5 FOR BASE F THE cUTIB NEEM TO BE REMACTS FRN ME ABOVE OBTAIN. now SMUT REPLa NT SHALL H LOOD AND ME CURB Raii M ME XEARESI MNT M SAV.CUT IF 5' M WRB ALL REMAN TD ME NEXT AAN' PND WnFN UNE MAINTAINS PRCnEN ONAINTI M1 OF RESIDENTIAL BITUMINOUS ENTRANCES clow WITH WITH AND WITHOUT CURBS 1D REVISED. z -As ENGINEERING DEPARTMENT 5209 FILE NAVE G: \ENG\SPECS\5209 6" x 24" ar 30 or 36' Traffic Sign Double AlUminam Street as Required Sign - Both Directions 2 51.6. 7' Upper c Galvanized Stsi o Sign Post 2 3/8' O.D. rc (2) 5/16' % 1" Galvanized Steel c La Post Bolts - o Pipe 12 Dodge �z c Tamperproof Ywith Washers c cY Z On 2 Mia Curb Anchor Plate _a'3LB. 7' Anchor -Praticall riven Typical Street Typical Traffic Sign Installation Sign Installation ITE] Bolt Post With Sign to Post in Concrete ....... . �jj----' Past Ezpan Material m� - 4 Sideide Full Sides Depth W2' t" "'1 Typical Sign Instollotion In Concrete Median Anchor. Plate Detail NOTES. 1 For Boulevard Location of Street Signs and for Traffic Sgns.Contact Chanaossen Street Superintendent ons a 1303). 2. For Material Specifications Sons Sea Section 4.11 of Standard an Street Specs. 3. Must Sgns with 9 Sq. o e More of Surface. Area and 36' or Large. in Size. Must be to Streets, with Two Separate Posts. 4. For Private Streets. Signs Shall be the Some as Above, Except Letteriny b ae VVIA, on Blue Peckgrewdffff OF . STREET AND TRAFFIC SIGN INSTALLATION RDASED. 1-10 ENGINEERING DEPARTMENT NO, 5217 Fll£ NYIL G:\ENG\SPECS\521] Where the Bow of water is sheeting, place sod strips perpendicular to the direction of water flaw. SHINGLING SOD @ Q P 11 Where the Bow of water is concentrated, place sod slips parallel to the direction of OVERLAPPING SOD Water Bow. NOTE: Although pegging on sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged. due to Tack of protection or proper core. am SOD PLACEMENT RE19SE0. t -to ENGINEERING DEPARTMENT PLATE NO.: 5303 FlLE NAME: C:\ aND\SPECS\53D3 Z r VARIABLE w O M ¢ HYDRANT VALVE BOX 6" 6' VARIES 5'-6' (SEE PLANS) 1/4' PER FT SLOPE TO ROADWAY TCURB L- 4" CLASS 5 BASE 2' 3' 2.5 MIT. CONCRETE SEE NOTES 1 & 3 NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. Wifor CONCRETE CEM I SIDEWALK RESEED: i -ID ENGINEERING DEPARTMENT PLATE NO, 5214 FlLE NAME: G: NG SPECS 5114 CITY PROJECT CITY OF CHANHASSEN SEMflt, WATER OR COMBINAMON SERVICE (CIRCI£ ONE Street Lot_ Blodk_ Addition Nome___ SEINER, o Dwn�eam Manhole Sto. at P.L. from Downstream Manhole Elevation of C.L. of Sewer Main__ _ DSlence from Sewer Main to Cleonout ___- R of Grade for Service to be installed Length, Size and Type of Service Pipe -------- --_ ------------ ________Depth Depthat P.L -------- ___ _Distance DistanceSewer Main to Riser + ___ Riser Height - ----- -_M R WATER Downstream Manhole Na Sta at P.L. from Downstream Manhole --_+ Length Size and Type of Service PpI ___ ------ ___Depth Depthat P.L.-_ _ Curb Stop Carver Co. Coordinates: X--- __ ❑ Check if Sewer Service Riser Installed I- Denotes Sewer Service End ®-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) CoMeCIM Foreman Get by Dole Laourrn Mid Depth of STAXI CarLrmd toy NOTE se.mce Ree LIJI be eeing INA ee not mwe man loo' A Iways ber.ee" r. NOM. and Than be tied to pe^^M'•r.• ewatwes sum - dmroMq r .rT, wi bo.eT. maanoln, icM1 bin T. npl.om T. eta res lT b..T. pow., pee,. TTEfis y'operty c b, "i7d"Cne y boxes MII not be "NOT. f a enl SYTL ur not aw ble xdn" ITT. Mor SER STANDARD SERVICE TIE CARD REVISED: 1-10ENGINEERING DEPARTMENT Pure No.: 5221 FILE NOME: C:\ENC\SPECS\5221 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 rim, ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com M Ln J 0 m N N LIJ Z Z Z_ J 0- F- < - F - Z W L I N Q oZ Ln = Cn 0 WSj Q ISSIS 5FSSW M` ISSISS W a a a: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 3 3 of 47 I PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER SER .PERMITTED CONSTRUCTION HOURS -MON. -ERI. 7AM-6PM -SATURDAY - 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, 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. I DEVELOPMENT a kq ullenueuLlLl1 INFO SIGN RE\4sEo:t-10 ENGINEERING DEPARTMENT PLATE N0'I 5313 FILE NNUAE:G: NC SPECS\5313 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 rim, ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com M Ln J 0 m N N LIJ Z Z Z_ J 0- F- < - F - Z W L I N Q oZ Ln = Cn 0 WSj Q ISSIS 5FSSW M` ISSISS W a a a: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 3 3 of 47 N LINE OF THE SE //4 OF NE L/4 OF SE //4 OF SEC 23 I WN I / W \ ` W " ♦ ♦ \ Jo ♦ N 3 � / _ <X' 1 ♦ \ \_I rn �a o� 4 O WETLAND / PER KJOLHAUO ENV.SERV. CO I a 1e I _ ' I Ul -2245 I. F-2135 r-2131 02138 ----[[++__ v 2175-- �L� /2 -+-/2215 02260 / +2213 Oz21e 26F-- 221sCb22I7 02263 02264 02399 \ -2225 1 +2223 589 °23'34 "E 671. 02124 2301- 02113 / N. c� . h 1 1 `< -GUARD RAIL LEGAL DESCRIPTION 17" ASH_104 + 1 [n S89 °47'54 "E 501.10 % N0 TAG 01 4:11 t6 The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the -sourH NE of ME NORTH �3�FEEr r NO TAG !1 1 /' _ Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, i AS SJ/REO ALONG WEST L/ E OF SEC 24 3 FES 1 It Minnesota. X IN =896.361 it J tt Q EDGE WETLAND ale ° ! !! � � a ] � And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver SOJ 06 29 W' ✓ I W County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying 20 S7` " ss - s 1054 PER UG ENV CO 52 3 _ � / J westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning j 0 �� ' ( J at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 2120O /� 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the 1' Y/ --02 2' pOJB- I \� 02013 /" / , r 1 ' ' "- ll� t ; m Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees '3045- ;9asvi,` �:"OZ�2o �� 2014-, / I 1 r% • ' �? 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east o� TA° ,�� .;- zoya-\ -_�� ♦♦ j/ / t \�' 1 « «" _ _ having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of �`}��AA�1J `j�\\ 25" �AS�h�'�. 4920at1, 2015- 0 ! i % / — r __ zNO Tae \ z .0 //� ! - j \ 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a / _ _TANK/ distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 / I 02 7 0 2043 2�. � �j� / / _ degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a 02\ point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said 020 �s7 , - �^ \.� \. \ 203-6 02 {6 ' /// 1 point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. - IIT - ; = \ �\ \\' \ ////11 / a F-- Except that art taken b the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. _.�/ A506726. P Y 9 0 0 \ I 20%1 I - rREFERENCE LINE FOR 16.5 FT E EPNav£ - - - -+Ii/, (rL° Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. ' \ �,y I EASEMENT PER IWC. NO. 94211 _ ` `\ \ \ ,22'76 \ \ 020 , -- j y-' _ A577806. sd \ I \2018:1- _ ? `c v I\ i2)¢ K \ p a / + yI Abstract Property. 2073--J _ I EDGE WEnAND 1 i \ 127 +�'" 1 t \2026- �`_ a 15 C ` AND, u , NURSERY I `��- I r` \� zoos z yl, 2074--- i STOCK W1, 1 I � 22 'I \ 1 2025- r;Jzezo —`�/_ ----zoo - z G=�' GROUN WATER IRRIGATION I I♦ �R' \ 02024 i-'" I ELL 1 fl z i , I I `a ,: _ \ That art of the West 271.79 feet of the North 762.28 of the Southwest Quarter of the Southwest Quarter Section 24 / 7xolr I i 2'72 OO2ozz� I - b P a ! I a 3 Township 116 Range 23, and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter / I Q207 i -�~� 1 m I ;;1- - lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101, excepting that part of the North WEALANO / I �079 I , f I r� ° I r-� I <><" I d �.. xN - T - I 330.00 feet of the East 16.00 feet of the West 271.79 feet of said Southwest Quarter of the Southwest Quarter lying PER K✓OLHAJ/O ENV. SER✓. co I\ r I I I / I I •�� -I- IN G� south of the North 180.00 feet thereof, and that part of the South 732.28 feet of North 762.28 feet of said Southwest - - (I- d\, I'Quarter of the Southwest Quarter. \ / I I - - - - - -\� - - - - - - - - - - -�.-,r l �q'1 ��// __ i .zoo4 Abstract Property. _�-.�' - - - _ _ / I I�i ! STEPS �----081/a--�,/ I I I / f % ; ,2027 ,y"� I V I Z � - —g9 \j/ 708 t'� ( j � ' i WALLI 2005, IKK a L7 2088 2085j`�2 / j ♦ \ J l ' .. ®. % I I I / _ m 20 , Otifi I fi \ i. I 1 , I 2498 II _ WALL L _ - - _ - -STONE J ._ 1 0 ° �...-._---5� NURSERY STOCK �--.`� \-....._c'' `^ I_ I l.. I EX15TIt,�G '" �ozs I ` L nNe Q. '-` 2 !r I 02203 ♦ try x Y '�' -�-2305 -.- ale 16 ajle i / / \ 2320 230 2311 23 2321 0 22 O 0 331 p315 -i -2314 w£rLAND 02229 / f 1� 102324 y,,.✓♦ \\ �� _ rl9nn 1 i 02326 ��y-3 �- i'�~ r�i° ._00`3 t 2Q99 r -f ; H __ -' -- \ / / I \ I I� I /�t n E �9sJ;�-- 0360 '85'! ° _ = 1. This survey and the property description shown herein are based upon information found in the commitment for < ,I i STEPS--_ _ L } 10 Y P P Y P P QS :O I _ c _ 0 title insurance prepared by Custom Home Builders Title, LLC as issuing agent for Old Republic National Title o` SEPTI {Z � 1 Insurance Company, Commitment no. HB -30969 dated December 15, 2015. CELLAR b - - ♦ � ) , \i \ 1 KEY STONE-� ENT.-- CA{ i 13 n � - ! 02095 I I - -i---� 1 ST[6IE WALL _ L, ! I mac-- tiz �/ - . - - WALL ° rAK ! '- - / 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a ss 3 >_ - 1 2039 --- zo / - 030/ _ _ DOW 'Boundary Survey locate". The information was provided b a combination of available maps, h g00 /♦ ` _ - - _ I / ' ; LL r ;`; p I - ry Y P YProposed plans or city _ J \ zo3U n "T w records and field locations which may not be exact. Verify all utilities critical to construction or design. -STONE �- dm 31 20 KEY STONE- 6\S F WALL m - 3. The orientation of this bearing system is based on the Hennepin County Coordinate System NAD83. Coordinates WALL -GATE LL N 9 Y P tY Y \ ♦ / j - f - ( i e a- are Hennepin County ground feet, based on the Minnesota Coordinate System, Southern Zone, NAD83, 1986 (non ♦ COZ I / / I I\1 \ I /, / ! �.• I w z HARN values). Coordinate values dated January, 2005. NU Ry OCK I I s '~ to / \a a 17 _ 0 4. All distances are in feet. I I NURSERY S - - - f OC# 1 f t/ Q1 T ` / h ♦ a r n 5. The area of the above described property Y1s 1,696,980 square feet or 43.549 acres. NN) 1> 11 1 WALL NURSERY STOCK\ V t I --- LU m LEGEND 5 I Y z �a� UNDERGROUND GAS G Q O SET CAP IRON MONUMENT 18425 G I • FOUND IRON MONUMENT >> STORM SEWER `� 9p6, / \l I a �a 112 HYDRANT I WATERMAIN `:_,/ FD IRON PIPE Ij c- /-2567 N 0.72 p3 ' \0 4 5��..•`: g �{ pr II 1 J ---W-0.23 �o\ 16 1804 / / .160°,16Og @ / 16 /'765 160 o" ♦5 \zsli \ c!� UNDERGROUND FIBER OPTIC SANITARY MANN L 1605,-,L608/ ' , / �\ �(7' �6� 261 OR4N 2 m.� �- SIGN i( FENCE / �� - k 66°� IW - - ------ 6 c, LE l/4 oFSE. za- - l - A>r /b _ J " 65 0 CATCH BASIN'- GUARD RAIL �6at, -25710 X89 53 0' E _ / -- z'34s 2,.\ y O 0� ?s'O( Z6ti 2651 X52 ` z6s3�,L 2612 � 2655 \2658 i �i E j� LIGHT o MNDOT ACCESS CONTROL /Q �,L;, I I �35��\.I \�- .---' s ;4 'I - 2650 2663 2662 2661 'J 2660 .2659 + G ° 2667 'S89 53 /E 319.24,! , </// +232626 \ _� -- / Q I 'C'`,f{I1� -y --271.79--- -� -�-y `r ` ` � �I-2351 tl _- � 1 � �__ � d O ;. \ x I \� -Pei/ s 40' o S89 05J'00 5-- `\ \ (�2§ I s41. �� -`�"".... 02643 / 2666 \` 0243902640 \\ �"`�` 066412 J // AND 5 Tv 3 ` 2837 �26J41/(/PER K�HCO ENV. I �J jI p LL I 2636 02699 �� 16 \ ��_��/ i l 0 p t \ I 1 w 1 2700. II ��6�00'^'/j _\ 1 3 �-♦\\ 1e �-/ __ _1_i--4666 ...'O� 1..,. \ 1oE7 �69 - 7}1 6 2W3 U-687 02AN 7Dfi7OI o I/2355 - 75 \I. S89 53 00 E 2357 1 89- -2690 1 0298 / 0 77/ 1 2681 0$69 32. 00 02r072 76 i 356 L O I269 /2°'4 NO TOAD7.I i 27011 ��26Qq 69� 4 2679 0268 I 1 G 2705-. �RENCE L ,,,F,OR I� FT. d "" _ / I 1 ZX �'615IENF'P.f�R� ,�-- RO. 94 / I I 2797 / 1 Y (� % 1 27 D i' 1 OQ 1 316 N89 °53'00 "W 9 358 0 ° PLAINS 9WIX -�.16.00 1 I 50GE� �� 2 /r2 027 V STORM MANHOLE — = WETLAND DELINEATION 9 O N a RIPARIAN VEGETATION EDGE OF WATER 8 Jr4 28 �/ FLARED ENDSECTION 0 CONCRETE 6 CATCH BASIN M TRANSFORMER O GRAVEL OR COMPACTED SURFACE © GAS METER 0 BITUMINOUS SURFACE ra ELECTRIC METER (` I m MAILBOX / 16 SCHEDULE B ITEMS oll - / r 5/31/16 added revised wetland r 233 Park Ave S, Ste 300 '/ � Minneapolis, MN 55415 612.758.3080 MAIN I A L L I A N T 612.758.3099 FAX www.alliant-inc.com ENGINEERING 0 30 60 120 1 SCALE IN FEET GONYEA HOMES 9150 GREAT PLAINS BLVD. CHANHASSEN, MINNESOTA 55317 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. DENNIS B. OLMSTEAD PMOR REVIEW Signature Date License Number I DRAWN BY GJ13 CHECKED BY DBO DATE ISSUED 2/23/16 SCALE 1"=60' JOB NO. 15-0119 BOOK - 1 < ( / I. F-2135 r-2131 02138 ----[[++__ v 2175-- �L� /2 -+-/2215 02260 / +2213 Oz21e 26F-- 221sCb22I7 02263 02264 02399 \ -2225 1 +2223 589 °23'34 "E 671. 02124 2301- 02113 / N. c� . h 1 1 `< -GUARD RAIL LEGAL DESCRIPTION 17" ASH_104 + 1 [n S89 °47'54 "E 501.10 % N0 TAG 01 4:11 t6 The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the -sourH NE of ME NORTH �3�FEEr r NO TAG !1 1 /' _ Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, i AS SJ/REO ALONG WEST L/ E OF SEC 24 3 FES 1 It Minnesota. X IN =896.361 it J tt Q EDGE WETLAND ale ° ! !! � � a ] � And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver SOJ 06 29 W' ✓ I W County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying 20 S7` " ss - s 1054 PER UG ENV CO 52 3 _ � / J westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning j 0 �� ' ( J at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 2120O /� 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the 1' Y/ --02 2' pOJB- I \� 02013 /" / , r 1 ' ' "- ll� t ; m Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees '3045- ;9asvi,` �:"OZ�2o �� 2014-, / I 1 r% • ' �? 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east o� TA° ,�� .;- zoya-\ -_�� ♦♦ j/ / t \�' 1 « «" _ _ having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of �`}��AA�1J `j�\\ 25" �AS�h�'�. 4920at1, 2015- 0 ! i % / — r __ zNO Tae \ z .0 //� ! - j \ 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a / _ _TANK/ distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 / I 02 7 0 2043 2�. � �j� / / _ degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a 02\ point on the South line of the North Half of the Southwest Quarter of Section 24 and there terminating said 020 �s7 , - �^ \.� \. \ 203-6 02 {6 ' /// 1 point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. - IIT - ; = \ �\ \\' \ ////11 / a F-- Except that art taken b the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. _.�/ A506726. P Y 9 0 0 \ I 20%1 I - rREFERENCE LINE FOR 16.5 FT E EPNav£ - - - -+Ii/, (rL° Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. ' \ �,y I EASEMENT PER IWC. NO. 94211 _ ` `\ \ \ ,22'76 \ \ 020 , -- j y-' _ A577806. sd \ I \2018:1- _ ? `c v I\ i2)¢ K \ p a / + yI Abstract Property. 2073--J _ I EDGE WEnAND 1 i \ 127 +�'" 1 t \2026- �`_ a 15 C ` AND, u , NURSERY I `��- I r` \� zoos z yl, 2074--- i STOCK W1, 1 I � 22 'I \ 1 2025- r;Jzezo —`�/_ ----zoo - z G=�' GROUN WATER IRRIGATION I I♦ �R' \ 02024 i-'" I ELL 1 fl z i , I I `a ,: _ \ That art of the West 271.79 feet of the North 762.28 of the Southwest Quarter of the Southwest Quarter Section 24 / 7xolr I i 2'72 OO2ozz� I - b P a ! I a 3 Township 116 Range 23, and that part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter / I Q207 i -�~� 1 m I ;;1- - lying east of the West 271.79 feet thereof and westerly of the center line of Hwy 101, excepting that part of the North WEALANO / I �079 I , f I r� ° I r-� I <><" I d �.. xN - T - I 330.00 feet of the East 16.00 feet of the West 271.79 feet of said Southwest Quarter of the Southwest Quarter lying PER K✓OLHAJ/O ENV. SER✓. co I\ r I I I / I I •�� -I- IN G� south of the North 180.00 feet thereof, and that part of the South 732.28 feet of North 762.28 feet of said Southwest - - (I- d\, I'Quarter of the Southwest Quarter. \ / I I - - - - - -\� - - - - - - - - - - -�.-,r l �q'1 ��// __ i .zoo4 Abstract Property. _�-.�' - - - _ _ / I I�i ! STEPS �----081/a--�,/ I I I / f % ; ,2027 ,y"� I V I Z � - —g9 \j/ 708 t'� ( j � ' i WALLI 2005, IKK a L7 2088 2085j`�2 / j ♦ \ J l ' .. ®. % I I I / _ m 20 , Otifi I fi \ i. I 1 , I 2498 II _ WALL L _ - - _ - -STONE J ._ 1 0 ° �...-._---5� NURSERY STOCK �--.`� \-....._c'' `^ I_ I l.. I EX15TIt,�G '" �ozs I ` L nNe Q. '-` 2 !r I 02203 ♦ try x Y '�' -�-2305 -.- ale 16 ajle i / / \ 2320 230 2311 23 2321 0 22 O 0 331 p315 -i -2314 w£rLAND 02229 / f 1� 102324 y,,.✓♦ \\ �� _ rl9nn 1 i 02326 ��y-3 �- i'�~ r�i° ._00`3 t 2Q99 r -f ; H __ -' -- \ / / I \ I I� I /�t n E �9sJ;�-- 0360 '85'! ° _ = 1. This survey and the property description shown herein are based upon information found in the commitment for < ,I i STEPS--_ _ L } 10 Y P P Y P P QS :O I _ c _ 0 title insurance prepared by Custom Home Builders Title, LLC as issuing agent for Old Republic National Title o` SEPTI {Z � 1 Insurance Company, Commitment no. HB -30969 dated December 15, 2015. CELLAR b - - ♦ � ) , \i \ 1 KEY STONE-� ENT.-- CA{ i 13 n � - ! 02095 I I - -i---� 1 ST[6IE WALL _ L, ! I mac-- tiz �/ - . - - WALL ° rAK ! '- - / 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a ss 3 >_ - 1 2039 --- zo / - 030/ _ _ DOW 'Boundary Survey locate". The information was provided b a combination of available maps, h g00 /♦ ` _ - - _ I / ' ; LL r ;`; p I - ry Y P YProposed plans or city _ J \ zo3U n "T w records and field locations which may not be exact. Verify all utilities critical to construction or design. -STONE �- dm 31 20 KEY STONE- 6\S F WALL m - 3. The orientation of this bearing system is based on the Hennepin County Coordinate System NAD83. Coordinates WALL -GATE LL N 9 Y P tY Y \ ♦ / j - f - ( i e a- are Hennepin County ground feet, based on the Minnesota Coordinate System, Southern Zone, NAD83, 1986 (non ♦ COZ I / / I I\1 \ I /, / ! �.• I w z HARN values). Coordinate values dated January, 2005. NU Ry OCK I I s '~ to / \a a 17 _ 0 4. All distances are in feet. I I NURSERY S - - - f OC# 1 f t/ Q1 T ` / h ♦ a r n 5. The area of the above described property Y1s 1,696,980 square feet or 43.549 acres. NN) 1> 11 1 WALL NURSERY STOCK\ V t I --- LU m LEGEND 5 I Y z �a� UNDERGROUND GAS G Q O SET CAP IRON MONUMENT 18425 G I • FOUND IRON MONUMENT >> STORM SEWER `� 9p6, / \l I a �a 112 HYDRANT I WATERMAIN `:_,/ FD IRON PIPE Ij c- /-2567 N 0.72 p3 ' \0 4 5��..•`: g �{ pr II 1 J ---W-0.23 �o\ 16 1804 / / .160°,16Og @ / 16 /'765 160 o" ♦5 \zsli \ c!� UNDERGROUND FIBER OPTIC SANITARY MANN L 1605,-,L608/ ' , / �\ �(7' �6� 261 OR4N 2 m.� �- SIGN i( FENCE / �� - k 66°� IW - - ------ 6 c, LE l/4 oFSE. za- - l - A>r /b _ J " 65 0 CATCH BASIN'- GUARD RAIL �6at, -25710 X89 53 0' E _ / -- z'34s 2,.\ y O 0� ?s'O( Z6ti 2651 X52 ` z6s3�,L 2612 � 2655 \2658 i �i E j� LIGHT o MNDOT ACCESS CONTROL /Q �,L;, I I �35��\.I \�- .---' s ;4 'I - 2650 2663 2662 2661 'J 2660 .2659 + G ° 2667 'S89 53 /E 319.24,! , </// +232626 \ _� -- / Q I 'C'`,f{I1� -y --271.79--- -� -�-y `r ` ` � �I-2351 tl _- � 1 � �__ � d O ;. \ x I \� -Pei/ s 40' o S89 05J'00 5-- `\ \ (�2§ I s41. �� -`�"".... 02643 / 2666 \` 0243902640 \\ �"`�` 066412 J // AND 5 Tv 3 ` 2837 �26J41/(/PER K�HCO ENV. I �J jI p LL I 2636 02699 �� 16 \ ��_��/ i l 0 p t \ I 1 w 1 2700. II ��6�00'^'/j _\ 1 3 �-♦\\ 1e �-/ __ _1_i--4666 ...'O� 1..,. \ 1oE7 �69 - 7}1 6 2W3 U-687 02AN 7Dfi7OI o I/2355 - 75 \I. S89 53 00 E 2357 1 89- -2690 1 0298 / 0 77/ 1 2681 0$69 32. 00 02r072 76 i 356 L O I269 /2°'4 NO TOAD7.I i 27011 ��26Qq 69� 4 2679 0268 I 1 G 2705-. �RENCE L ,,,F,OR I� FT. d "" _ / I 1 ZX �'615IENF'P.f�R� ,�-- RO. 94 / I I 2797 / 1 Y (� % 1 27 D i' 1 OQ 1 316 N89 °53'00 "W 9 358 0 ° PLAINS 9WIX -�.16.00 1 I 50GE� �� 2 /r2 027 V STORM MANHOLE — = WETLAND DELINEATION 9 O N a RIPARIAN VEGETATION EDGE OF WATER 8 Jr4 28 �/ FLARED ENDSECTION 0 CONCRETE 6 CATCH BASIN M TRANSFORMER O GRAVEL OR COMPACTED SURFACE © GAS METER 0 BITUMINOUS SURFACE ra ELECTRIC METER (` I m MAILBOX / 16 SCHEDULE B ITEMS oll - / r 5/31/16 added revised wetland r 233 Park Ave S, Ste 300 '/ � Minneapolis, MN 55415 612.758.3080 MAIN I A L L I A N T 612.758.3099 FAX www.alliant-inc.com ENGINEERING 0 30 60 120 1 SCALE IN FEET GONYEA HOMES 9150 GREAT PLAINS BLVD. CHANHASSEN, MINNESOTA 55317 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. DENNIS B. OLMSTEAD PMOR REVIEW Signature Date License Number I DRAWN BY GJ13 CHECKED BY DBO DATE ISSUED 2/23/16 SCALE 1"=60' JOB NO. 15-0119 BOOK - SHEET 1 OF 2 SHEETS E Q Ln N I O 0 N N C D 0) 3 L rn O LON C 0 ,r 0 U C X T CD 7 U) O Ln i L O N / X O) 0 C c 3 0 L O K 2237 I n 02412 WE WETLAND 02230 77 77 02399 I I r-2225 � }2223 2288-n 0 293 2284285,_8.6, 0228 02 022603'`--"Q22,.-62287 02290 02459 "" /--(12416 . 'e' 02414 160 02426 02419 02326 2338- Q v -2332 x\2339 --2333 \� -2300`-2340. 2446 024490% 24530 02451 02450 +2452 02454 02455 / V s2541 s- 02393 -/ 1'438� 02461 2391 / o !` '-- - 2394 h 2 95 025 P <, / W o 0239 Q 540 8..--/ p \ 0242�`\ 02539 2 4 y� 02465 02464-025220251• 02 • \ 2 2398397 � -'� 0352\3'..22552 3 \ 80.2 2471 02472 02468 02466 v OO 0247002 O 560 0 \ �.'`__� 0252 16\ _ 473 J f1A9jjjj---�� % 7 0 25 < / O /�-/2555/ 25 NF - 02 475 I 2 I j OO 2476 ! \(D2 O -f-02477p2a77n �nf -/ _ T -25 _58 i -26871 ? '54 �ddrl 2689- 1 n I " --2305 230 316 _.__-- 59 0 c 1358 C I c 2311 23 0 -.2314 J •''-� 2685 f \\ 2317 2666 2362 24 \ 24 499/ ` 2,36 ,, '2 96- -L 23677 �F-250 02497 -2500 / // 501 jry Z / 0000 2495 //00.03 0248 l �fJ/) / { ✓�37" j <�' /3 \T \ GPN 2566- ;� /0 8 aP�,R -2384 yr I i � I i I I 02754 I —2755ib.` I I '563 I I \ i69 I N I \ 25650 ; I�I gl C \I l' qO ?`D*-�9 t 27 \2710 27 \\6 /I 10T716 42 O, \ �27 0271 1,' n ji t' 27 \\ I I r x`')2721 0 PER KJOLHALG ENV.SERV. CO. WETLAND 4\ \� I I \ 0\\2725- 0 01°Z723 02722�'� /� If 724 EDGE WETLAND -� I 2729 \ •' I I 27270 . 2728 J 2730 Ili1 1 b; f I� 1 -2735 2733 REFERENCE LINE FDR 16.5 FT. TELEPRORE—"i\ //1 273 0 EASEMENT PER DOC. NO, 942/1 2736 11 0 ills 27 7 I S L/NE OF THEE //2 OF E- 2738 $ 1 11 i1 �-SE COR. OF SE //4 nF sEc 2r -- //2 OF SE //4 OF SEC. 23 _ "1 'SEC. 23 \71t1 / ' 8 / 0�77J I 2681 046ti /02 72�7fi_ ,2756/-\ 16" OAI 526 2678 NO TM / I 0268 4Z21679 I I I 2797 / 17 / 02826 / 02827 2825--i 1.,.,,.. I ' J/ 02832%)R':�H4X9PVV.SERV I�(ETL4 1 V 845 CO. 47844 �,J834 'fZ 2833 -02843// 0�2g3502841 837 / 2839 4;'t S89 `53100 "E 271.79 / 58905827"W 675.21 5 5 5', \ i 2739-� I I 589 053'00 "E 32 00 N89 °53'00 "W 16.00 O Z VICINITY MAP c -.--- Is &i ��jjjj r'k4, �tc•3+� a�./ � V .?j ;S / a�9'F � ¢r �..�' _ rLak \ Z 2G70 PGS 60.797 y ?' i tiNxz. "nmsw x jai w • :::. r ill. _ _.. ..-�i � � _ tl:. 1-4, ;,r iV\- 2a V y 33°J2'3^^ LEGEND/ O SET CAP IRON MONUMENT 18425 c UNDERGROUND GAS • FOUND IRON MONUMENT >> STORM SEWER JOB NO. HYDRANT I < �S SANITARY MANHOLE UNDERGROUND FIBER OPTIC o SIGN X FENCE ❑ CATCH BASIN GUARD RAIL LIGHT o MNDOT ACCESS CONTROL Q STORM MANHOLE _= = WETLAND DELINEATION RIPARIAN VEGETATION - _— EDGE OF WATER o FLARED END SECTION CONCRETE (6 CATCH BASIN \ TRANSFORMER O GRAVEL OR COMPACTED S t GAS METER 0 BITUMINOUS SURFACE ER ELECTRIC METER N MAILBOX 15 SCHEDULE B ITEMS i \ A ) < \ VICINITY MAP c -.--- Is &i ��jjjj r'k4, �tc•3+� a�./ � V .?j ;S / a�9'F � ¢r �..�' _ rLak \ Z 2G70 PGS 60.797 y ?' i tiNxz. "nmsw x jai w • :::. r ill. _ _.. ..-�i � � _ tl:. 1-4, ;,r iV\- 2a V y 33°J2'3^^ LEGEND/ O SET CAP IRON MONUMENT 18425 c UNDERGROUND GAS • FOUND IRON MONUMENT >> STORM SEWER JOB NO. HYDRANT I WATERMAIN �S SANITARY MANHOLE UNDERGROUND FIBER OPTIC o SIGN X FENCE ❑ CATCH BASIN GUARD RAIL LIGHT o MNDOT ACCESS CONTROL Q STORM MANHOLE _= = WETLAND DELINEATION RIPARIAN VEGETATION - _— EDGE OF WATER o FLARED END SECTION CONCRETE (6 CATCH BASIN M TRANSFORMER O GRAVEL OR COMPACTED S GM GAS METER 0 BITUMINOUS SURFACE ER ELECTRIC METER N MAILBOX 15 SCHEDULE B ITEMS 5/31/16 added revised wetland 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN A L L I A N T 612.758.3099 FAX www.alliant-inc.com ENGINEERING GONYEA HOMES 0 30 60 120 �T 9150 GREAT PLAINS BLVD. 1 SCALE IN FEET CHANHASSEN, MINNESOTA 55317 1 hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. DENNIS B. OLMSTEAD P VIE W - Signature Date License Number I DRAWN BY GJB CHECKED BY DBO DATE ISSUED 2/23/16 SCALE 1"=60' JOB NO. 15-0119 BOOK - SHEET 2 OF 2 SHEETS E Q N I N N C ' 7 m 1 3 rn 0 C O .+ 16 C O U C X 0) / T 7 N rn 0 L0 Ln O N / X O E C C a 0 0 50 100 200=` SCALE IN FEET N - S� TVPlr--AI I r1T n1=TA11 F - FULL BASEMENT L - LOOKOUT W - WALKOUT LOT DATA TABLE SETBACKS DENOTES TYPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. SITE PLAN DATA EXISTING ZONING PROPOSED ZONING EXISTING LAND USE PROPOSED LAND USE GROSS AREA WETLAND AREA TH 101 R/W DEDICATION NET BUILDABLE AREA PROPOSED DWELLING UNITS GROSS DENSITY NET DENSITY RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT RESIDENTIAL LOW DENSITY (1.2-4 U/AC) RESIDENTIAL LOW DENSITY (1.2-4 U/AC) 43.604 ACRES 13.942 ACRES* 0.028 ACRES 29.634 ACRES 46 (1 EXISTING) 1.05 UNITS/GROSS ACRE 1.55 UNITS/NET ACRE WETLAND BUFFER 4.881 ACRES* PUBLIC RIGHT OF WAY DEDICATION 4.680 ACRES PUBLIC OUTLOT DEDICATION 20.959 ACRES (6.270 AC UPLAND) (PUBLIC OUTLOT TOTAL EXCLUDES: PRIVATE OUTLOT B. WETLAND AND SWM AREA) TOTAL LAND DEDICATION TO PUBLIC 25.639 ACRES (58.8% OF PROPERTY) *SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND AREA INCLUDES SOME WETLAND TO BE IMPACTED. LEGEND: -- EASEMENT LINE - - - - - - - BUILDING SETBACK F= / / LOT LINE r:. ------- ROW Min. Setbackto Wetland Buffer or Outlot --�- -+- -*- -�- WETLAND DELINEATION - WETLAND BUFFER Q WETLAND BUFFER MONUMENT - - - - - - - WETLAND BUFFER STRIP 0.291 I Ct `t 25.0 5.0 / Z'2 F - FULL BASEMENT L - LOOKOUT W - WALKOUT LOT DATA TABLE SETBACKS DENOTES TYPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. SITE PLAN DATA EXISTING ZONING PROPOSED ZONING EXISTING LAND USE PROPOSED LAND USE GROSS AREA WETLAND AREA TH 101 R/W DEDICATION NET BUILDABLE AREA PROPOSED DWELLING UNITS GROSS DENSITY NET DENSITY RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT RESIDENTIAL LOW DENSITY (1.2-4 U/AC) RESIDENTIAL LOW DENSITY (1.2-4 U/AC) 43.604 ACRES 13.942 ACRES* 0.028 ACRES 29.634 ACRES 46 (1 EXISTING) 1.05 UNITS/GROSS ACRE 1.55 UNITS/NET ACRE WETLAND BUFFER 4.881 ACRES* PUBLIC RIGHT OF WAY DEDICATION 4.680 ACRES PUBLIC OUTLOT DEDICATION 20.959 ACRES (6.270 AC UPLAND) (PUBLIC OUTLOT TOTAL EXCLUDES: PRIVATE OUTLOT B. WETLAND AND SWM AREA) TOTAL LAND DEDICATION TO PUBLIC 25.639 ACRES (58.8% OF PROPERTY) *SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND AREA INCLUDES SOME WETLAND TO BE IMPACTED. LEGEND: -- EASEMENT LINE - - - - - - - BUILDING SETBACK PROPERTY LINE LOT LINE Min.Side Setback Comer Lotto ROW ------- ROW Min. Setbackto Wetland Buffer or Outlot --�- -+- -*- -�- WETLAND DELINEATION - WETLAND BUFFER Q WETLAND BUFFER MONUMENT - - - - - - - WETLAND BUFFER STRIP LOT DATA TABLE "Foxwood" Development- Per City of Chanhassen FILM Zoning Standards F/2RI201R PL 4" Topsoil, Seed & Mulch or Sod. Concrete Curb CL PL 30' 1 30' 1 to Back 15.5' to Back Wear Course to be 1/2" Above Edge of Gutter 3.0% 2.0% 3 1.5 : 1 1Draintile 1 1/2"-MNDOT 2360. SPWEB340B Tack Coot - 2357 2"-MNDOT 2360 SPNWB3308 12"-Closs 5 Aggregate Base 24" MNDOT 3149.2B Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.757 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. S. Draintile shall be placed along both sides of roadway. See plate 5232 for details. CITY OF TYPICAL CS� RESIDENTIAL STREET SECTION REVISED: 4-14 ENGINEERING DEPARTMENT PLATE NO.: 5200 RLE NAME: G:\ENG\SPECS\5200 Block Lot Lot Size Acres SF 35% Max. Impervious Area SF Min. Front Setback Min. Side Setback Garage Side Min. Side Setback Home Side Min.Side Setback Comer Lotto ROW Min. Rear Setback Min. Setbackto Wetland Buffer or Outlot Lot Width at Min. Front Setback MIn.Front Setbackfor 90'+Lot Width Est. Min.Lot Depth Grading Pad Setback Per Plan Grading Pad Width per Plan Location Grading Pad Depth per Plan Location Notes 1 1 0.291 12,670 4,435 1 25.0 5.0 20.0 20 20 90.0 25.0 140.0 25.0 65 65.0 Abuts OL w/ 20'sbk a nd SW pond 1 2 0.348 15,147 5,301 25.0 5.0 10.0 25 20 20 99.8 25.0 130.0 25.0 70 65.0 Abuts OL w/20'sbk 1 3 1 0.369 16,091 5,632 25.0 10.0 10.0 20 20 85.0 30.0 133.0. 30.0 65 65.0 Abuts OLw/20'sbk 1 4 0.333 14,525 5,084 25.0 5.0 10.0 20 20 85.0 30.0 123.0 30.0 70 65.0 Abuts OLw/20'sbk 1 5 0.347 15,123 5,293 25.0 5.0 10.0 Q 20 20 85.0 30.0 125.6 30.0 70 65.0 1G'd/u esmt1 side+abuts OLw/ 20'sbk 1 6 0.338 14,718 5,151 25.0 10.0 10.0 20 20 85.0 30.0 131.5 30.0 65 65.0 10'd/u esmt1 side+abuts OLw/ 20'sbk 1 7 0.404 17,581 6,153 25.0 5.0 10.0 25 25 20 103.0 25.0 145.5 25.0-44.0 65 65.0 Grading pad setback varies to ROW 1 8 0.269 1 11,739 4,109 25.0 5.0 10.0 rn 20 20 90.0 25.0 123.8 25.0 70 65.0 Abuts OLw/20'sbk 1 9 0.294 12,799 4,480 25.0 5.0 10.0 20 20 90.0 25.0 125.6 25.0 70 65.0 10'd/u esmt1 side+abuts OLw/ 20' sbk and inf. basin 1 10 0.327 14,240 4,984 25.0 10.0 10.0 20 20 90.0 25.0 130.0 25.0 70 65.0 10'd/u esmt1 side+abuts OLw/ 20' sbk and inf. basin 1 11 0.351 15,306 5,357 1 25.0 5.0 10.0 25 20 90.0 25.0 131.5 25.0 70 65.0 10' d/u esmt 1 side, abuts inf. basin 1 12 0.268 11,688 4,091 25.0 5.0 10.0 25 20 91.8 25.0124.8 25.0 70 65.0 1 13 0.344 14,974 5,241 25.0 5.0 10.0 25 25 20 103.3 25.0 127.0 Z5.0 70 65.0 1 14 0.279 12,133 4,247 25.0 5.0 10.0 25 20 120.3 25.0 127.0 25.0 70 65.0 1 15 0.275 11,980 4,193 25.0 5.0 10.0 1 25 20 102.0 25.0 136.3 25.0-59.0 65 65.0 Grading pad setbackvaries to ROW 1 16 0.422 18,390 6,437 25.0 5.0 10.0 25 20 71.5 30.0 138.9 30.0-57.0 70 65.0 10'd/u esmt1 side+ahuts inf. basin 1 17 1 0.410 1 17,852 6,248 25.0 5.0 20.0 20 20 96.1 40.0 158.1 40.0 65 65.0 10'd/u esmt1 side+abuts OLw/ 20' sbk and inf. basin 1 18 0.355 15,462 5,412 25.0 5.0 20.0 25 20 105.0 25.0 142.3 40.0 65 65.0 Public trail and outiotabudng w/20'sbk 2 1 0.289 12,599 4,410 25.0 10.0 10.0 25 20 20 110.0 25.0 115.0 25.0 70 65.0 Abuts outiotw/20'sbk 2 2 0.267 11,652 4,078 25.0 5.0 20.0 20 20 90.6 25.0 115.0 25.0 70 65.0 Abuts outiotw/20'sbk 3 1 0.310 13,500 4,725 25.0 5.0 20.0 25 90.0 25.0 150.0 25.0 65 65.0 10'd/u esmtrear+abuts oudatw/20' sbk and inf. basin 2 0.350 15,253 5,339 25.0 5.0 10.0 25 128.4 1 25.0 126.5 25.0 70 65.0 - 10'd/u esmtrear -3 3 3 0.409 17,814 6,235 25.0 5.0 10.0 25 25 106.5 25.0 139.2 25.0 65 65.0 3 4 0.262 11,430 4,001 25.0 10.0 10.0 25 90.0 25.0 127.0 25.0 70 65.0 3 5 0.297 12,958 4,535 25.0 5.0 10.0 25 116.4 25.0 127.0 25.0-32.0 1 70 65.0 3 6 0.318 13,843 4,845 25.0 5.0 10.0 25 115.5 25.0 144.8 25.0-40.0 70 65.0 10' d/u esmt rear and 1 side +grading pad setback varies to ROW 3 7 1 0.383 1 16,669 5,834 25.0 10.0 10.0 25 87.7 30.0 150.0 30.0 70 65.0 10'd/u esmt1 side +la rge Ex Tree 3 8 0.447 19,487 6,820 25.0 5.0 10.0 20 20 86.5 25.0 143.0 30.0 70 65.0 Tree, Pad Offset in lot 3 9 1 0.411 1 17,911 6,269 25.0 5.0 10.0 20 20 91.3 25.0 158.2 30.0 70 65.0 future pa rk+Large Ex Tree 4 1 0.297 12,933 4,527 25.0 5.0 20.0 30 30 134.6 25.0 142.7 25.0-42.0 65 58.0 Wetland buffer within lot limits +grading pad setback varies to ROW+pad depth affected by buffer+abuts outlot w/20'sbk 4 2 0.290 1 12,640 4,424 25.0 10.0 10.0 30 30 125.1 25.0 137.0 25.0 65 63.0 Wetland buffer within lot limits+grading pad depth affected by buffer 5 1 0.346 15,069 5,274 25.0 10.0 10.0 25 1 106.7 25.0 145.0 25.0 70 65.0 side 5 2 0.257 11,200 3,920 25.0 5.0 10.0 25 81.0 n/a 131.5 25.0 65 65.0 10' d/u esmt 1 side 5 3 0.287 12,485 4,370 25.0 5.0 10.0 25 108.5 25.0 131.5 1 25.0 70 65.0 5 4 0.322 14,017 4,906 25.0 5.0 20.0 25 158.1 25.0 129.2 25.0 70 65.0 Abuts outiotw/20'sbk 5 5 2.707 117,897 41,264 25.0 10.0 10.0 20 30' wet., 20' 215.8 n/a 478.8 n/a n/a n/a within lot 5 6 0.302 13,135 4,597 25.0 5.0 20.0 25 99.5 25.0 135.1 25.0 65 65.0 Abuts outlotw/20'sbk 5 7 0.266 11,593 4,058 25.0 5.0 10.0 25 80.5 n/a 135.9 25.0 65 65.0 5 8 0.326 14,185 4,965 25.0 10.0 10.0 25 85.5 n/a 152.5 25.0 65 65.0 5 9 0.355 15,443 5,405 25.0 5.0 10.0 25 80.5 n/a 191.8 25.0 65 65.0 5 10 0.342 14,905 5,217 25.0 5.0 10.0 25 99.1 25.0 204.4 25.0-35.8 70 65.0 5 11 0.382 16,627 5,819 Z5.0 5.0 10.0 25 81.0 n/a 204.4 25.0 65 65.0 5 12 0.329 14,338 5,018 25.0 5.0 20.0 25 90.0 25.0 163.7 25.0 65 65.0 Abuts outiot w/20's6k 6 1 0.487 21,204 7,421 25.0 5.0 50.0 25 25 121.8 25.0 177.4 25.0 65 65.0 Abuts TH 101 w/50' la ndscapce buffer proposed 6 2 0.380 16,551 5,793 25.0 5.0 10.0 25 90.0 25.0 182.0 25.0 70 65.0 6 3 0.396 17,238 6,033 25.0 5.0 10.0 25 113.0 25.0 185.8 25.0 70 65.0 Lot a buts private drive oud of w/10'sbk OLA 12.173 530,265 OLB 0.127 5,536 C 1.345 58,579 -OL OLD 5.581 243,114 OLE 1.669 72,718 OL F 0.191 8,314 Int RW 4.652 202,625 101 RW 0.028 1,236 Total 43.604 1,899,381 0.39 16,891 Average Lot Size 46 Total Lot Count 0.34 14,647 Average Lot Size (No Paulsen Lot) 45 Total Lot Count 25.639 Public Outlots + RW (exc. OL B) 20.959 Public Outlots(exc. OL B) 273111 6.270 Net Upland with Public OL (exc. Wet and SWM area) 607299 13.9417 Total Wetland Area (Inc. impact area) GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 6 of 47 J a J a tr I'- Z Q /W V Q ��ZF� V_ J t7 Q V Ln lfj Q _Z ` r J M 0 M y (n Z = J Z Z Cn W LL 0 J Fn Oz w� a p cD =J Q cc O o= Z W LL rn v LL O I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 6 of 47 D N LEGEND: EASEMENT LINE BUILDING SETBACK ! PROPERTY LINE a I LOT LINE ROW a a — —WL—WL— WETLAND DELINEATION RETAINING 3 WETLAND BUFFER WALL (TYP) 0 25 50 100 0 WETLAND BUFFER MONUMENTi EDGE WETLAND 4 _ ! , .:x"J—lM..—IM— _�M WETLAND/ WETLAND BUFFER STRIP M CjM\ PER KJOLHAUG ENV.SERV CC M SCALE IN FEET II I . . . 4 .-/-M- - - - - - - - - - - - - - - - / • . . . . I I �/ 1 - a 1 -. 1 � \ - - - - - - .... __-_-_-_-_-_ -�- - - - - - g I' /' 1 ._ / A moi` _ 1 1 1 4 5 �r ��- ✓ / a OUTLOT A _ , :--= E\ , Ago \ ` / \, 1 �OUTLOT A I WETLAND 1 I `"" /' /' < 3 i J10' BITUMINOUS TRPIIL (10-214W) I_I • _ 1 POND I WETLAND l a/ y I! 7 RISS I Ft6� 1 -- 4 PER K✓OLHAUG ENV. SERV. CO 7 / 1 1 - - 6 RETAINING 1 WALL (TYP) Q �. a / / /—, �i / ; ' I I SAMPLE FOOTPRINT t,,AND DRIVEWAY QTYP) B L R W I PED RAMPS . . . . . . . I I I o ------ ---------I __- -5' SIDE LK (TYP) - - - - - STOP SIGN PED RAMPS a \ \ 1 + 4+00 _ 3+00 -- - a 1+00 o o R — - - ROAD A I r m - / j �/ / \ �\ \\ \, 6618�CUR + - - STOP SIGN - a �\ \ i 8 /\ RETURN -- r--� RMOUNTAB CURB ---- ND • PER K✓OLHAUG ENV SER / / V CO'� \\ ' I I I., ND _� WETLA--'-'-- -- I \ GU \ r N` • / �\ I Ire LII P i MONUMENT SIGN - r "L^a � � EDGE WE' \ � V I I 3 _ _ ! i 1 INFILTRATION BASIN 1 O' �A V A /./ 1x�a i a - - - - - - - - - - - - - - - - - - - - - - - / vvvv� / I �� / �' ��V\1 \ 1� 20' BITUMINOUS/ I I I o I I PRIVATE DRIVE ! ! I I � j o ,-; \ \ II �, I I /(BLOCK 61! 1 J UJ OUTLOTA 17II RECONSTRUCT OLD DRIVEWAYS TO BE ,t 1_s /I CL / / I \ / BITUMINOUS REMOVED ONCE ROAD A ' �I / �I. \\� /'- - - - - - - . . % �� _�' PRIVATE DRIVE AND NEW PRIVATE DRIVE L��K 11 o 4 C) I. ' `- v A . . . . . . IS COMPLETED MATCH EXISTING WET. 5 16 / I / / O L _ �' i — `— — ! I I ' - `PER KJOWRAUGN NV. SERV. -- 04 / 6 T: +L50.25 -- WET 6i o Rp �° �, I I 12 _ ; / A I �'" I I I O UTLbTi F' j W. 7 3 _ _ i J 18 I I 15 ) l\ - of I WET = I Q0 o r Wl i — Ld --� — --- v to.� / i cL — -N �� r — / O �( . . . . . . . • . • . • •I aQ - - - --WL—.. —`M-\. _ .SYN-�/- -Q- 4-/ OUTLOT C / AFi WETLAND V.5ERV. GO KJOLNA,JG M / . PETLAND 2,�,- J� ... JO m I I I y I J Im� a OU P` I1 LOT LINE ROW a a — —WL—WL— WETLAND DELINEATION RETAINING 3 WETLAND BUFFER WALL (TYP) 0 25 50 100 0 WETLAND BUFFER MONUMENTi EDGE WETLAND 4 _ ! , .:x"J—lM..—IM— _�M WETLAND/ WETLAND BUFFER STRIP M CjM\ PER KJOLHAUG ENV.SERV CC M SCALE IN FEET II I . . . 4 .-/-M- - - - - - - - - - - - - - - - / • . . . . I I �/ 1 - a 1 -. 1 � \ - - - - - - .... __-_-_-_-_-_ -�- - - - - - g I' /' 1 ._ / A moi` _ 1 1 1 4 5 �r ��- ✓ / a OUTLOT A _ , :--= E\ , Ago \ ` / \, 1 �OUTLOT A I WETLAND 1 I `"" /' /' < 3 i J10' BITUMINOUS TRPIIL (10-214W) I_I • _ 1 POND I WETLAND l a/ y I! 7 RISS I Ft6� 1 -- 4 PER K✓OLHAUG ENV. SERV. CO 7 / 1 1 - - 6 RETAINING 1 WALL (TYP) Q �. a / / /—, �i / ; ' I I SAMPLE FOOTPRINT t,,AND DRIVEWAY QTYP) B L R W I PED RAMPS . . . . . . . I I I o ------ ---------I __- -5' SIDE LK (TYP) - - - - - STOP SIGN PED RAMPS a \ \ 1 + 4+00 _ 3+00 -- - a 1+00 o o R — - - ROAD A I r m - / j �/ / \ �\ \\ \, 6618�CUR + - - STOP SIGN - a �\ \ i 8 /\ RETURN -- r--� RMOUNTAB CURB ---- ND • PER K✓OLHAUG ENV SER / / V CO'� \\ ' I I I., ND _� WETLA--'-'-- -- I \ GU \ r N` • / �\ I Ire LII P i MONUMENT SIGN - r "L^a � � EDGE WE' \ � V I I 3 _ _ ! i 1 INFILTRATION BASIN 1 O' �A V A /./ 1x�a i a - - - - - - - - - - - - - - - - - - - - - - - / vvvv� / I �� / �' ��V\1 \ 1� 20' BITUMINOUS/ I I I o I I PRIVATE DRIVE ! ! I I � j o ,-; \ \ II �, I I /(BLOCK 61! 1 J UJ OUTLOTA 17II RECONSTRUCT OLD DRIVEWAYS TO BE ,t 1_s /I CL / / I \ / BITUMINOUS REMOVED ONCE ROAD A ' �I / �I. \\� /'- - - - - - - . . % �� _�' PRIVATE DRIVE AND NEW PRIVATE DRIVE L��K 11 o 4 C) I. ' `- v A . . . . . . IS COMPLETED MATCH EXISTING WET. 5 16 / I / / O L _ �' i — `— — ! I I ' - `PER KJOWRAUGN NV. SERV. -- 04 / 6 T: +L50.25 -- WET 6i o Rp �° �, I I 12 _ ; / A I �'" I I I O UTLbTi F' j W. 7 3 _ _ i J 18 I I 15 ) l\ - of I WET = I Q0 o r Wl i — Ld --� — --- v to.� / i cL — -N �� r — / O �( . . . . . . . • . • . • •I aQ - - - --WL—.. —`M-\. _ .SYN-�/- -Q- 4-/ OUTLOT C / AFi WETLAND V.5ERV. GO KJOLNA,JG M / . PETLAND 2,�,- J� ... I E I , I r SII y N +47.48 T 1 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I �I JO m I I I y I J Im� a OU I1 J Q a - � I Z �a \ w a ED 1 w V) N� 0 0 Q n I ¢ A - M 1 Ud �i Q J Lr) J LL rn O Z I hereby certify t Q specification, or t� prepared by me FFF1 direct supervision am a duly Licen: DRIVEWA PROFESSIONAL EN EMAIN the laws of the MINNESOTA I 1({ I i s It II Q It d _ �! L ; 9 j O r l I I� I o I - I Ij - I E I , I r SII y N +47.48 T 1 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I �I JO m I I fndam- Ljj y I J Im� T - I1 J Q a - � IC TRAIL Z �a O Q a ED 1 w V) 0 0 Q n A oZ M O Lr) Q J Lr) J LL rn O Z I hereby certify t Q 8 CURB RETURN > I - REMAIN AS PI I 0 , J �I U I / 1 f 1 st SAWCUT E IX S1 (10' WIDTH TC I Iq r I 10" BITUMINOUS TRAIL TO EXTEND TO UNDERPASS CROSSING (BY OTHERS) w"' �0t a U -v 3z ' o � R/BLOCK 5 m� U ,w I O �1 1 1 I - �. 5 a "' c� a d� OQ�gC o l 14 ,.� / <- l I I I l�'� o z a s,' �(� I` / 0 1 j / 13 / 1 Ity z wN� O� t / T. - _ I 1If d j M MARK RAUSCH, PE JO m fndam- Ljj J Q � WIDTH TO J Q a - � IC TRAIL Z UjQ O Q a ED 1 w V) 0 0 Q n i oZ O Lr) Q J la J LL rn U Z I hereby certify t specification, or t� prepared by me FFF1 direct supervision am a duly Licen: DRIVEWA PROFESSIONAL EN EMAIN the laws of the MINNESOTA r I 10" BITUMINOUS TRAIL TO EXTEND TO UNDERPASS CROSSING (BY OTHERS) w"' �0t a U -v 3z ' o � R/BLOCK 5 m� U ,w I O �1 1 1 I - �. 5 a "' c� a d� OQ�gC o l 14 ,.� / <- l I I I l�'� o z a s,' �(� I` / 0 1 j / 13 / 1 Ity z wN� O� t / T. - _ I 1If d j M MARK RAUSCH, PE at this plan, -eport was or under my and that I ;ed GINEER under hate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 7 SHEET 7 of 47 Z CL J Q z UjQ J Q a N m n (n Z J la J Z IW— LL U) at this plan, -eport was or under my and that I ;ed GINEER under hate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 7 SHEET 7 of 47 117 —� 8' BITUMINOUS TRAIL ` 20' TRAIL EASEMENT C: 1 0.kD Lit 1 1 I I \ �s.D O RAM R3 SURMOUNTABLE CURB �. ° AND GUTTER (TYP) �O• \ 4+00 / 700 —�— _ 0 25 50 100 1 SCALE IN FEET V A z - - + 00 / \ \ TDx L \\ EXISTING --- I I l / </ SPECIMEN I I /Ln O i TREES IV /Z cm M \ / \ r ------ zo O r \ II —i i ;IZ 'RSC• �\ r z r \I I \ \ \ \ - / / STOP ^ GN O Z 0 I I I \\\\ PED RA I o I i__ I I \ v // 5' SIDEW LK (TYP) N II I II I I SURMOUNTABLE CURB' p WETLAND IMPACT, \ I N I AND GUTTER (TYP) SEE SHEET 36 / FT�t SAMPLE FOOTPRINT 9�o AND DRIVEWAYTYP I ( )� L---- -- L--- -- ---- I L STOP SIGN / 5' SIDEWALK (TYP) �n r • • 3' BITUMINOUS \\ ITR 1 . • 1 �� \ ,I AIL � --- I ' GONYEA O M = m I \' HOMES & REMODELINGS 1 0 1 r a RO' OO 1000 BOONE AVE N, SUITE 400 { '- GOLDEN VALLEY, MN 55427 , z m 20 O OFFICE: 763-432-4500 D F 63-432-4501 n / Wti> \ - 0^\ RETAINING E AIN TYP � \ PED ALLIANT RAMP I I I_- ., ENGINEERING 5' SIDEWALK Rei 1,-5' �, M g� ass -- N / 233 Park Ave S Ste 300 \ (T)67 B6ir Minneapolis, MN 55415 s /G / — +oo v/ \ RE N / — Q � R $ \ \ ( 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com °° '+ 6• / / V A • A 1 Ol 5 \ 3 Un J J V V A o �__ / I I _ _ w\ � y / 1 16+00 3- CO 15+00 - 14+00LLI ROAD A of R=30 �3+ 00 PED / / ' RA PS I I �•' i / / Lr) Q Z i 0 J0mp o,+ f� W 0 z. '' _ 10+00 Q ? (n Z RE R 360 I - - - — �`f \ \/ f� - RETAINING 1 f� /'j ,� \ f___ F•,—. � �o- � - I I i / f/ �� / /: / / F— W J (/ \�/' 93 \ r -' -- - _'' / I • r \ I WALL (TYP) 1 l - - - + - - R� < O w Ln Ln a +r- /\v�� i �f r I f f / I ,h A•' / \\ \ �/ I I \ I I I / / \ i� LL rn c > ILL in — }_ I hereby certify that this plan, \\/20f / specification, or report was / wn w I I — I I / / / /� / / / Y / / \ x \\ prepared by me or under my i� _ /00 direct supervision and that I am a duN Licensed LEGEND: N % —� I j m 3 1 ,// \ PROFESSIONAL ENGINEER under -45'R TEMPORARY I L ------J L --J ---- -_l L-------- L-- 1 \ \ the laws of the State of BITUMINOUS CUL-DE-SAC _ ---- / L I///,/ B� MINNESOTA WL LIFT STATION \ \ \ _ - - - - ✓/ / Z\ w v \ P \ k - - - - - - - EASEMENT LINE - - BUILDING SETBACK PROPERTY LINE LOT LINE - - ROW — -wL- -wL— WETLAND DELINEATION — — WETLAND BUFFER Q WETLAND BUFFER MONUMENT 7 7 WETLAND BUFFER STRIP MARK RAUSCH, PE 1 WETLAND BUFFER WITHIN M\ \ \ o ; \ // /� \ Date License No. LOTS 1, 2, BLOCK 4 Z \ \ \ /t 1, \ \ . ). <\\ y \ QUALITY ASSURANCE/CONTROL , '—WLR \` / / % \ BY DATE \ . \ % %P \ 1 ; ° . �i m j 3 r.� \ DATE ISSUE 6-28-16 CITY SUBMITTAL K2 + A \ I. A , v : f r Mo Ln O /-v^ \ r Ln ON� i V PROJECT TEAM DATA a o 1 DESIGNED: MPR 4 m f \ 1 AWL— _ DRAWN: ELL ovk L — _ O \ PROJECT NO: 215-0119 G ',O - - - — - - -I WETLAND BUFFER I a R-3 �k00 F0 WITHIN LOT 5, BLOCK 5 --_-------- -- 2+ 0 ND - EXISTING DRIVEWAY TO REMAINr — - ADJACENT TO WETLAND , I v ro SHEET 8 of 47 0 50 100 200 SCALE IN FEET PAD WIDTH = 65' & 70' A= GROSS H.D. B= TOPSOIL RESPREAD C= NET H.D. 0= PAD DEPTH E- OVERSIZING F- BLDG SETBACK Ti PAD TYPE = F (FT.) � ) 0.5 2.5 65 5 25 MIN. A FULL BASEMENT PAD NOT TO SCALE ALL NUMBERS IN FEET PAD WIDTH = 65' & 70' PAD TYPE = L 959.3 (FT.) A= GROSS H.D. 3 B- TOPSOIL RESPREAD 0.5 C= NET H.D. 2.5 D- F.G. GFE TO F.G. REAR EL 6.2 E= BENCH LENGTH 25 F= SLOPE & REAR FLAT LENGTH 40 G= OVERSIZING 5 H= S/G SLOPE (X' VERT. TO 1 HORIZ.) 2 1= F.G. TO TOP OF BLACK O RFL 0 J= BLDG SETBACK 25 MIN. J= BLDG SETBACK • LOTS 1,2, BL 2 HAVE 60' DEEP PADS TI 71Yi�»§7 (FT.) 3 0.5 2.5 9.2 25 40- 5 2 0 25 MIN. SLOPE 2 (HORIZ. DIST. TO V VERT.) LOOK OUT AND WALK OUT PADS NOT TO SCALE ALL NUMBERS IN FEET HOLD DOWN DETAILS G -£'F-AEZZC OF SEC:- M GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 12. WETLAND BUFFER MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE WETLAND BUFFER. 13. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 14. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. 15. DRIVEWAY SLOPES LISTED ARE CALCULATED AT CENTER OF DRIVEWAY FROM R/W TO FRONT SETBACK. RETAINING WALL NOTES: RETAINING WALL MASS GRADING PREPARATION 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. 2. PROPOSED RETAINING WALL AREAS BETWEEN BUILDING PADS ARE TO BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE COINCIDING WITH COMMON LOT LINE. 3. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 4. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 5. INSTALL SAFETY RAILING AS REQUIRED ATOP WALLS EXCEEDING 4'. INFILTRATION BASIN NOTES: 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS COMPLETELY GRADED AND PLANTED. 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY POSSIBLE NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO DETERMINE THE NEED FOR AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. DEVELOPER: PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY, MN 55427 GRADING LEGEND: FR NT 0 959.3 GARAGE FLOOR ELEVATION HOUSE TYPE LOWEST FLOOR ELEVATION Lj957 REAR ELEVATION -1 78C - - -- - EXISTING CONTOUR 789 PROPOSED CONTOUR i W 1 02084 EXISTING TREE TO REMAIN I 1 M GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 12. WETLAND BUFFER MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE WETLAND BUFFER. 13. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 14. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. 15. DRIVEWAY SLOPES LISTED ARE CALCULATED AT CENTER OF DRIVEWAY FROM R/W TO FRONT SETBACK. RETAINING WALL NOTES: RETAINING WALL MASS GRADING PREPARATION 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. 2. PROPOSED RETAINING WALL AREAS BETWEEN BUILDING PADS ARE TO BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF SLOPE COINCIDING WITH COMMON LOT LINE. 3. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. 4. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 5. INSTALL SAFETY RAILING AS REQUIRED ATOP WALLS EXCEEDING 4'. INFILTRATION BASIN NOTES: 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS COMPLETELY GRADED AND PLANTED. 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY POSSIBLE NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO DETERMINE THE NEED FOR AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. DEVELOPER: PROVIDENCE 55, LLC 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY, MN 55427 GRADING LEGEND: FR NT 0 959.3 GARAGE FLOOR ELEVATION HOUSE TYPE LOWEST FLOOR ELEVATION Lj957 REAR ELEVATION -1 78C - - -- - EXISTING CONTOUR 789 PROPOSED CONTOUR DIRECTION OF DRAINAGE W WALK OUT 02084 EXISTING TREE TO REMAIN RETAINING WALL ■ PROPOSED CATCH BASINS ->->- PROPOSED STORM SEWER PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE -- RIGHT-OF-WAY -------------- TREE PROTECTION LIMITS O WETLAND BUFFER MONUMENT EXISTING VEGETATION LIMITS O WETLAND BUFFER TURF REINFORCEMENT MAT (LANDLOC 450 OR APPROVED EQUAL) GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 14N6 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 O O LL M L0 Q J m UN Cn LiJ Z Z _Z J IL � Z Q W w (n � N c� a 2 O = Ol U a H CH MC W W F_ a a FL Z a J IL w 0 a Z Ma cc a Z 0 Im /a V I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 9 of 47 OGO GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 14N6 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 O O LL M L0 Q J m UN Cn LiJ Z Z _Z J IL � Z Q W w (n � N c� a 2 O = Ol U a H CH MC W W F_ a a FL Z a J IL w 0 a Z Ma cc a Z 0 Im /a V I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 9 of 47 < N LINE OF ME SE 114 OF NE 114 OF SE 114 OF SEC 23 r 7335- I I I TW 10 !BW 80 TIC 11 73364- Q SOUTH L11 FET cc OF THE NORTH 7M 00 oil 11, 1 Or AS ME) URED ALONG WEST LINE OF I �'SEC 24 917.5 4TC 1. i. -2056 EDX WETLAND I I I _h 0 25 50 100 r-2053 TW 916 BW 910 1101F�7— U6 < FA 54 PER V6L A UG ENV. SERV. CO FEET _G.imiE 201 _46- ' 2 1) , , 105 SCALE IN 411 peir i3i TC z662� :-x 2051- BASIN EMERGENCY OVERFLOWI�I; �W 9104 9 8 _2� REINFORCE WITH 410 SF OF W -'4u m TURF REINFORCEMENT MAT 4�:�2665_- (SEE DETAIL) IL) j 9,14 GO W 968 QbM 5 Z-7 A 0 j 9114 1 J1 lop*' 915.6 OM '2�70 6 "0'20 33-' <go < 2073--y 1 11 OUTLOTA ��2 20 0 2074 -- WETLAND 1 TW 902 c) < BW 894 (10-214W) 110.40. i+9,`� WETLAND PER KdOLHAUG ENV SERV. CO,_/j _j To 9 9- 2 7 208F7/1�0720iiii I dP 2 0 j GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com =090,x_ 10 <(344 1 . —;^Fc 0 7m 7 14� 'j� 4 N _j CL TION AREA. 914 PROTECT INFILTRATION 3 C, SEE EROSION CONTROL, PLAN A, LLI FOR ADDITIONAL NOTES. 00 "A IS j 1 4+00' t BASIN EMERGENCY OVERFLOW zlul n 0 Ln 7 REINFORCE WITH 680 SF OF A . . . TURF REINFORCEMENT MAT I < AL 1-1 > (SEE DETAIL) j. _j M Ln 214 G2145-- W OF LJ T 2144E-213 V) M 144 r (,)2147 1$7 � I- z WETLAND I M14 :4 FRV co t C88 U) PER KJOL HA UG ENV. SE 4* -ft 9 ITS - T fi, ---- P . a 7' _j X17J 0o EDGE WE� CL 7 , 1 7V F cz 7 2138 1 _1�1 ll� 0 L Ij I < LLJ 21114 3' ROCK WEEPER [-A LLJ V) a. 0 (SEE SETAIL) - 0 IN FILTRATION BASIN IR 2 L ck� V) < /21P TPP EL 895.80 F Ilk I Z 1390 21 x 0 \'e: Ln < —0, L lv LL cy) u I plp� Z, 069 - - - - - I hereby certify that this plan, SEDIMENT 200 - - - / - � 11 r -26b 7A FORE_ - 01b" J,\6 if f specification, or report was 2,246. 7% up - �'w k7) prepared by me or under my. A* 0 IL\ - \ -1 0 direct supervision and that I .7 . . . 2T48*' I am a duly cerise 23 PROFESSIONAL ENGINEER under 110 W.47 513 '�-2612 '�-2655 2658--/ 2244 1Z.6• 2,_ _-265131 5a/ 1 L the laws of the State of _j -2663 V MINNESOTA 2245 2251 2-0 In 7 0 P I i ----- - • Z259 MARK RAUSCH, PE I D .02252 91 vy a too 4*' BW 12- F 1 11 .224, 9 -A - - . % I Date License No. 2664 0� 2258 gi r-2645 2243 J QUALITY ASSURANCE/CONTROL L 2242----' 0- 2256 �j . . . . . . 0.2�4�♦ ♦-65 10 A% -6 2260 - BY DATE t 22 225,5 6D 2253D WET. -26 &i' P# DATE ISSUE C.) 29-6-1 If -1-v 4 a I i GRADING G LEGE . V - - I �j 2q 01 I - 4 1 �.'-;I'.1 --GARAGE FLOOR ELEVATION AID 959.3 ;4- 599 r-Zb/U RETAINING WALL — —HOUSE TYPE VV. U PROPOSED CATCH BASINS LOWEST FLOOR ELEVATION or WET. **� 4t r >— PROPOSED STORM SEWER J 7x 9574 ---REAR ELVA11ON UT - - - - - - - PROPOSED EASEMENT Z5, .2669- 2 0) v ♦ 10 &X i 26`87 1 176G�� EXISTING CONTOUR PROPERTY LINE io 67,Cik _789— PROPOSED CONTOUR SETBACK LINE D C-4 + �Wbq= - __21i_ _j 238 a) / i -b2681 a\2682 -?690 LOT LINE 2697 x62.44 PROPOSED SPOT ELEVATION �76-,,b P", RIGHT-OF-WAY �2 �1 ?Q �7567' q/ 671 TW XXX TOP OF WALL ELEVATION ------ 00110 No No 101 ME No TREE PROTECTION LIMITS - /-- _,� ?"�) BW, XXX BOTTOM OF WALL ELEVATION l;45(D2� . . . i2 3' AF WETLAND BUFFER MONUMENT C K (5 #' 2�2 2.00% DIRECTION OF DRAINAGE *01 1 EXISTING VEGETATION LIMITS 41' EU_Q _y_y_y_y_y_y_y_y_y__� 22P 22 U 2232. 7 *IV ft Je W WALK OUT Z: 2239-- 2234 AWL- EMERGENCY OVERFLOW ROUTING WETLAND BUFFER UTLO -2226 2 3 WETLA10 2 SEPl. co A TURF REINFORCEMENT MAT KjOLHA 6.4 0 (LANDLOC 450 OR REMAIN 2084 EXISTING TREE TO R 62237 USrn Mil I P "WETLAND APPROVED EQUAL) Z D �k 92-6, S .9 ()1�795 I mil PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 10 SHEET 10 of 47 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com =090,x_ 10 <(344 1 . —;^Fc 0 7m 7 14� 'j� 4 N _j CL TION AREA. 914 PROTECT INFILTRATION 3 C, SEE EROSION CONTROL, PLAN A, LLI FOR ADDITIONAL NOTES. 00 "A IS j 1 4+00' t BASIN EMERGENCY OVERFLOW zlul n 0 Ln 7 REINFORCE WITH 680 SF OF A . . . TURF REINFORCEMENT MAT I < AL 1-1 > (SEE DETAIL) j. _j M Ln 214 G2145-- W OF LJ T 2144E-213 V) M 144 r (,)2147 1$7 � I- z WETLAND I M14 :4 FRV co t C88 U) PER KJOL HA UG ENV. SE 4* -ft 9 ITS - T fi, ---- P . a 7' _j X17J 0o EDGE WE� CL 7 , 1 7V F cz 7 2138 1 _1�1 ll� 0 L Ij I < LLJ 21114 3' ROCK WEEPER [-A LLJ V) a. 0 (SEE SETAIL) - 0 IN FILTRATION BASIN IR 2 L ck� V) < /21P TPP EL 895.80 F Ilk I Z 1390 21 x 0 \'e: Ln < —0, L lv LL cy) u I plp� Z, 069 - - - - - I hereby certify that this plan, SEDIMENT 200 - - - / - � 11 r -26b 7A FORE_ - 01b" J,\6 if f specification, or report was 2,246. 7% up - �'w k7) prepared by me or under my. A* 0 IL\ - \ -1 0 direct supervision and that I .7 . . . 2T48*' I am a duly cerise 23 PROFESSIONAL ENGINEER under 110 W.47 513 '�-2612 '�-2655 2658--/ 2244 1Z.6• 2,_ _-265131 5a/ 1 L the laws of the State of _j -2663 V MINNESOTA 2245 2251 2-0 In 7 0 P I i ----- - • Z259 MARK RAUSCH, PE I D .02252 91 vy a too 4*' BW 12- F 1 11 .224, 9 -A - - . % I Date License No. 2664 0� 2258 gi r-2645 2243 J QUALITY ASSURANCE/CONTROL L 2242----' 0- 2256 �j . . . . . . 0.2�4�♦ ♦-65 10 A% -6 2260 - BY DATE t 22 225,5 6D 2253D WET. -26 &i' P# DATE ISSUE C.) 29-6-1 If -1-v 4 a I i GRADING G LEGE . V - - I �j 2q 01 I - 4 1 �.'-;I'.1 --GARAGE FLOOR ELEVATION AID 959.3 ;4- 599 r-Zb/U RETAINING WALL — —HOUSE TYPE VV. U PROPOSED CATCH BASINS LOWEST FLOOR ELEVATION or WET. **� 4t r >— PROPOSED STORM SEWER J 7x 9574 ---REAR ELVA11ON UT - - - - - - - PROPOSED EASEMENT Z5, .2669- 2 0) v ♦ 10 &X i 26`87 1 176G�� EXISTING CONTOUR PROPERTY LINE io 67,Cik _789— PROPOSED CONTOUR SETBACK LINE D C-4 + �Wbq= - __21i_ _j 238 a) / i -b2681 a\2682 -?690 LOT LINE 2697 x62.44 PROPOSED SPOT ELEVATION �76-,,b P", RIGHT-OF-WAY �2 �1 ?Q �7567' q/ 671 TW XXX TOP OF WALL ELEVATION ------ 00110 No No 101 ME No TREE PROTECTION LIMITS - /-- _,� ?"�) BW, XXX BOTTOM OF WALL ELEVATION l;45(D2� . . . i2 3' AF WETLAND BUFFER MONUMENT C K (5 #' 2�2 2.00% DIRECTION OF DRAINAGE *01 1 EXISTING VEGETATION LIMITS 41' EU_Q _y_y_y_y_y_y_y_y_y__� 22P 22 U 2232. 7 *IV ft Je W WALK OUT Z: 2239-- 2234 AWL- EMERGENCY OVERFLOW ROUTING WETLAND BUFFER UTLO -2226 2 3 WETLA10 2 SEPl. co A TURF REINFORCEMENT MAT KjOLHA 6.4 0 (LANDLOC 450 OR REMAIN 2084 EXISTING TREE TO R 62237 USrn Mil I P "WETLAND APPROVED EQUAL) Z D �k 92-6, S .9 ()1�795 I mil PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 10 SHEET 10 of 47 { t i I f i ii I t1 61 L4 I it ;I I! !I f! iI fI 1 ( ; +r! r , / /(1 r!t i l r / ) I f \ I `\ 2239 - IN / ! 1-2271 f_.Lv -_-__.f _.±._ ! — . / \' \' 1`\... �• X i i:._.._i__x (- } ._� n I v _ _._. __I -- \ \ \ { ?! { t I i \ \ \\ i > / 14 \ \ ! I, 1 ; O a \. N N / Nltr�.?��-.f-� I M - ' a I N l i1 NrIK� c. C; p l {{ T 1 ( ` ` \ / Of2 4 ; a t N f I '1 ,{ i, \ . \ (, ` \ ,i,\ 1 1 ` 1— — — —\— —� -n uns— - 922 — 918 a' ? '\/I , n N /) 270-4269-LZ06�' r .*,= - M '{ I to 2245-� ( _ R f�f I O N V 1 , M (\/ I N v Yr a `V N / N N ' •y , ' 16 �ry n ,' 1 r! li\I \ �.1 i / F- ( I G' 1 (�� W / \ ' • '/ /' �t'� , N S•� HS\t O 1 / o sE //4 of sEc 1 N m r O I \ N \ { �, \' \r 1` \1 l `, I� ;/� N !I � /,ON N ,71—'I lO/JN M /p I / r / .`ir 1 r( �✓t� � .�'\ 0 It F9 1 ,'`, ,j \ , \I1 / / ']! / N ^b' m i N 4V / � � 1j• I •1 N { a i O\ \ ` 'lf' •, Ny C Al} u.i ! — ! R ! N app OA a I /N / •) I' '\ iV 923 ( •i I N M \ N V �.�� r tV 1V1-- / i N I Na y ! ♦ < .l• 914 ; .r N I' V N m V•� rE -215 .•. A ( • \ CoI _ \ / ._ __ �0 i a l ,, N N N \ V / l / � � OJ 2g �. l ' l • } �L '. i �I: i ' \ N \ N � _� N ' ' � X00 y\ y I - p / , ' i. i `1 / 9� ~, y.l \ #-'v� / 1 N N r ;r r1 !! ! r 0 N\' ( N N N \O \ \ '(r GONYEA \ \: \ \i ,.1 1, - \ 1 ti� \ \ N Or N J� �\ / m>� { �:i 1 ;' {\ \\ N m �� Q \ HOMES & REMODELINGS � � _ \''\ \'tT � M / ' "� � j � \/�'•\� •. \ 100 �.. 0 BOONE AVE N, SUITE 400 F\.\\'.`1i h 1\ 1, i/_,. i / N 1 i :♦ri F/.. iVq/', '1 N-• 1.' /'\'•�^ \'' 1( Z ♦\�\ \ , 11: i \ < 1 \ c i ✓ - ��`- *\ ,� -- - i J1 1 O \ Nror i NJ , 7. ry \. \ �,a GOLDEN VALLEY, MN 55427 ____ 1,\ � `\\ � i' / I 1 4 4_0 � / �\ K N' \ Z 92� .7 i '' - 21 \ \'n\i OFFICE: 763-432-4500 1/--2225 O } ! c - - - e�1 ' FAX: 763-432-4501 \ . \\ �--� i' l � ;f, \ ,�• I ` '� � __� ter►' �s! I `� :�' o� cin �� { I �. � ,\ 1l � 0 25 50 100 1 \�",\\�\:.\ i a'1\'; - 2 I\ ryv�, o 922: 1 _ -R, y3' \0 \ + \\' il� \ / / i N ,1 _'. /� �- • N N J� l b l N ._.J"�- - Nt@.� �'a tlli`\ I\� co - O r N ,\\ SCALE IN FEET v\\ \ 1 \ \ -Z'_ �, _ T \ Q \?. \ \ \, \ _I r ,T •".. \ 1 .,. \ �/ �`'�...� �'. `�\ t•-z2z \� �•\ \\\\\ \\ \� \ � ��2 I ` ` i _ e � \ a ! � \ 1 '\ ``� \ '\ �'i'. \ 2y 2226-� �' � / „� / r \ % .1 t I .i i •} �` �`\ \\. \\\ \.\ s i. t / \ 0 � /�t, -+f1 � / '\ \ ? \ \ per\ �� s _.-. / ! j , •� ' 1 , i { ! i \� 2 \ ,! \ \ \ IN\\\\�, / \\� \$2 /clX \C� / \2 \ `I \ DRi \`\ \ \' \`\M' / f sol \ rn �2_-N, i/; •I//: zaea- \ ♦ 9/ ` ' _ / \ \ xp / \ \ R' O -1�. r _ I X) c+ IAN T J '"___. , \ �' ,..\ ' �,,��. �O \9l� /. PS/J' I _1� /\ A L GIN E E R I N G 2485-\ \ \•M a. \ ' O `.i / / r s \ \ \; \ f f tv t \ \.\ \_<! \ `n. S �n \ is \' QT'S ,� .., 7. 6 'Z Lo � F \ --� \ \2\ \r » \ \ # % / 1�1 233 Park Ave S Ste 300 \ / / / 911.5 916 / o e rn \ / s \ 'r 67 N / m 1 \�• a\ \: \ \ \ \ / -;0M0 r, ri Minneapolis, MN 55415 / /M uo qm m ; ,0, a v 612.758.3080 MAIN �I 612.758.3099 FAx O www.alliant-inc.com >; \♦\ -.\. \ \ \ --s= _ -02. �'9/d' \ • \ -\\\\ 9 \\ � rn \ i rC- \ „� �,oM ll �-'1 �.�I \ / x �/F' � M -'� N i♦\\�\\AV -v _ -J /'-� I l V -i t _ c� m i vv��SEDIMENT.__ - A /� ,��" / v , A w� \ % I 1q m\ 1 r FOREBAY , zo O I""- '�' o v � / i v 3 ROCK WEEPER. /J a \ a v \ g v h! / n\ v I „ '9� / o \ r' 0A� \ o D Z % \ r rn I {..07. 113: \ \ \\ \ 9�; \, 1 J ! f ° { , Ki �� \\ y f �29 _ 4 / \/ PROTECT INFILTRATION AREA. m m I I _ ' - / . V% t V " v SEE EROSION CONTROL PLAN m a, I I 1 �' I y / I 9j= �� s �'� / / / \/ / r \ rr`'m o_�_ FOR ADDITIONAL NOTES. N I SW I 2 F I N / / "'�o / / / / - -r i _ m z A. T - /F 9 X4)2v ��//� 00 2706- °' EMERGENCY OVERFLOW �v ri ' / `tia • 9 REINFORCE WITH 920 SF OF 270 � .�; 896 :- \ •, o ,� _ � \ / / >� �4 O? . r� / � \ \ TURF REINFORCEMENT MAT 2708-1 J/ / / I - a �v(A3 (SEE DETAIL) � / 1 17+ �'`,,.—__—= ,I *'`\ \ RO -- - \ \' .,• '� � ti t' / a f' ,9� \ 9ps r \ � IIJJ 2710-� �' \ / 'f \ if \ ; 1 /� 0z; '.I I • nW U a I x0 _ ti I , � / L - / / J co X N v' / \'li 4� I` v v v v v dv?8 w V y w , 7 10 �0 .. ,, r A \ V 0 .-''I r t Z +00 _j - Z _1_ _0-- -m- - --- \ 9 .�. 903.$. 90 rn ?R 'f r ---- \ cry ' ' _ V I( � / -, ' NN \ \�\ \ \ \ \\ \� � l�. / .%43 // 'L ' � / �\/ 91¢t•,O,`,r\ Oi i~' \�\'_. �\__ � /'—.L `�� i/ � I ' I � .� �%�' O � � II1 Z J 2739- g�4 / \ \ { 9 i d C� _ I 3 gl' / to \\ ' Z a a _ C _ G o,,. t I 1\ l► J � i < o '•` >'\ L-2 �! �� / i / /'' �C +,., '89 i , \\ \\\ r\ ! xe_, / \,�` \ // 3. '�'/ / ,t \ \ (\�. - J� I �1 ' O � U . — ^ ;•.' sc:. �. . \ �\ ,\ /� ' / � n \ '\ �\ O d \ �� / y /.. • y \ . \\ •�S• .fn i �_ :ro0 Oin . \. l I I� O\m I\\\ , / \ \ / %f', ..O w 1 J _ - - -\ '`,•;x;'T7 .{ I�..,i / I� `-\ \\_. I hereby cerfif that this plan, m \ \ I \ - -- \ nw / Y Y P f D I of nr� E ly . a I l 2 5 N + \ ' _ w 1 ,r=, F i o\ \ \� ' { ; specification, or report was 7�ao N IoFI/�ovs \\\\ \.,,`� 6 / ,6 \ / ..\ + �. �� / �I/. 1. \( �\!.� \ prepared by me orundermy $6 ,r•v t 0� / �'�' \ \ ._-.- �� 2S ( \, \ g ;/ .\ , \ direct supervision and that I .1 - am a duly Licensed /- ! F08\ / r PROFESSIONAL ENGINEER under l � k >- 2 '�,-./. 1 i , �' f \ \ � N V - _LN_ � - L � ��. � L' �. �. � �. y \ �a I , ' m. 'I :.•ya \ �\ � the laws of the State of % ( / m -1 ' / m \ 1 .._ �. . \ tm `O 26 o ff 1, 1 +? / / \9 I - ; / .�� m ...--,.�' '... �_ . ` '' . (.' P `��I� ' Q� / T /.` i \ MINNESOTA / I / .i / , do / OD OD " f '. '.' \ ^H _._ \ m m �m�� rL 28 .` .��. \ �� \� .`�`i _ i�� ,3 . -275 1' r •� / ) _/\ �C%' • N \ .\ ' ,.�1 .. //nm0im ma 00 `0 mo �/ ".+. _ Y•' \ \ N..P4 N. `^�. \ \. \ `,J, \ 1. i \� gym-+ i I M C W i / 0 0 0 0 o p 0 `, - --, `�C v v v •� `/�'�Vv, V v Nv A v v V�'v �^ \ \ y 1 ( yQ1�U,, �- -1- ,a- 1 . s. \ `� Jt\S�. 1�• •t MARK RAUSCH, PE LL /Ln m\\\\ _ O GRADING LEGEND: M \ ..m\ \ n\�Yma :rM1� \ oa,'. /-y l I o may? ', / •.r \ Date License No. r N mNN r \ \ \ `m'\Al \ m, \ `r T I ! \ \ (� \ ,Cj \'\ \ I { \ .t f \, r-'2600\ •T' r N f\_.'*S'-' 7' ! \`9�u / �f` J / ,1 Dv ��\/y��J V y vN y ° �{ t 1 ; { �I t l� t ( 1 {�YO V�� i' X' l' N 10' }/ / QUALITY ASSURANCE/CONTROL Z -2846, /`-275`✓`., ? / / , t 1/1 ��%a \ \ BY DATE {, 4 - DO _ i ,--'"t �' •• %. s �, \ ` �\ DATE ISSUE \\�59 \ 1 ;• 1 ( ,-.� 1 {l ( ! n, t t l I it i 1 1 /,, ��. 2676 -, \B.• \ �m-� \! J1 �, 1 I I I ^ \ \ l vv 4`5.A ('- l t 1 \ N1 t t ♦ `V,cl A rn01 '- r— r y 9 2838- N N a C '{ \ N n ' ,- \ t v 1 - _ l /" ; / \ ' ! I t ( •0 6-28-16 CITY SUBMITTAL FRO GARAGE FLOOR ELEVATION s�� RETAINING WALL mL -2833 ! \' \\'\\ \ \ \ N, \' \ _ ,_ 959.3 N i 2azs :, \\\ \.\•\ \\ \,.,`\O\z7g8 `\ ((. \\ �! I, (l ! ti 1( 1�' J �/ �.� �,26`� A.�. �'��'►�` W HOUSE TYPE PROPOSED CATCH BASINS ; O\ \ `\� \ \ ,I `'`}^,79 .+ ' LOWEST FLOOR ELEVATION O\\ \ \�.�' \ i t { I i `� \ \ T , t I q \`j \� `'`m�\\O ■ l �i��`` ', i \ b m M — > > PROPOSED STORM SEWER I 1 I \ c N ♦ 950.3 O °� ynNm \ i \\ �\ \ \ l i ,\ 4<�7��' { , 957. REAR ELEVATION - - - - - - - PROPOSED EASEMENT m m O O a m ,\p \• \ "� \I I 1 1 I i \ \ \ { \ ; V7 N r , .j��/OXX� _ e N '�... C N O \\ \� \ q\ t I { \ \, \\,�`i'(' \ �� T,rNA J LO 1 ,Ey EXISTING CONTOUR PROPERTY LINE r r \ a \ ` 1 \ `. , \ !j 279 J m .. C 8 \ <✓ / l \ \ 7F� %� - zsaa- 2sas > N r \, `a3 1 b 789 PROPOSED CONTOUR — SETBACK LINE O �\ O i� ® D _Q, O N N �( •\' N (\`;`�\ 1 \\ \t \\ t\ I a ! �:� o\\ m `\ i �.♦26 ( _2670 nm ♦\� •' i lam\ \,\ �Q\\ \`„ \ N m l l \ i \' m m\ / V72-1 �> 3� tflti .9 ak LOT LINE o z to N \ \ i\ , , \ N �` m `F♦zlll x62.44 +96 PROPOSED SPOT ELEVATION _ _ a Q b m 1 m ♦ ♦ \ RIGHT-OF-WAY n \ \ © zs80-� !rr <�� a 0, \ c� int \ Nv \ n ♦ 1 v�V `v * PROJECT TEAM DATA TW XXX TOP OF WALL ELEVATION Citi" o n QO A ( , v (1 .o • A A V ♦ I TREE PROTECTION LIMITS ® Zo "U A - A A i N ♦ BW XXX BOTTOM OF WALL ELEVATIONy�� i \'zsss DESIGNED: MPR Q WETLAND BUFFER MONUMENT f e ♦ \ \ `'.\(, ! ! 1 i `\ \ \ O 10 ( \ • J,� Q a , \ \� 2.00 DIRECTION OF DRAINAGE F \ N \ M \ \ \ \ \ �-E �w2 _ i- , \ _ DRAWN: ELL �� Y r EXISTING VEGETATION LIMITS dR # I TO _ \' \ \' \\m i \\ ;\ \ '\ \� \\ \� i -\, - % rdr►� _ _ PROJECT No: 215-0119 W WALK OUT WETLAND BUFFER *j'��U o \ \ \n\ L�9 \ - _- i, \\iriw♦.ew_� EMERGENCY OVERFLOW ROUTING O ` rO N TURF REINFORCEMENT MAT 02084 EXISTING TREE TO REMAIN (LANDLOC 450 OR n O / \ \ \ \\ APPROVED EQUAL) _A_ v 4s52_i1 ' IS a ' a N y y v SHEET 1 1 of 47 z•ROX J BASIN EMERGENCY OVERFLOW REINFORCE WITH 410 SF OF - W TURF REINFORCEMENT MAT (SEE DETAIL) 20Y i _ _00e PERMANENT TURF B CONTROL TRM JJ-- FLOW DIRECTION U APPROLVED EQUAL) —I OK 450 OR B' L a\l\/ POND -------- POND -- ` OUTLET CHANNEL 777 77 SECTION A—A WETLAND FLOW DIRECTION R. k� A SEE GRADING PLAN 20' B SECTION B—B PLAN VIEW STORMWATER POND EMERGENCY OUTLET SECTION (NTS N N 0 10 20 40 SCALE IN FEET 0+00 1+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R IN G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com N G * M Ln m GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R IN G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify t specification, or prepared by me direct supervision am a duly Licem PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE N Z M Ln m Ln oQ a i JU M a N U) Z LJ Z LL Z_ J � O_ - O I— QLJ Z O LJ C/) O LL_ a X o Z O Ln a LL rn U I hereby certify t specification, or prepared by me direct supervision am a duly Licem PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE iat this plan, ,eport was or under my and that I ed 31NEER under itate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 Ij SHEET 12 12 of 47 N Z FnQ m Z O a � a m J LL N Q _Z a a a ZZ O LL_ a iat this plan, ,eport was or under my and that I ed 31NEER under itate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 Ij SHEET 12 12 of 47 INFILTRATION BASIN 1 � 2101 v� 2101 2117 BASIN EMERGENCY OVERFLOW, 0 2121 REINFORCE WITH 680 SF OF TURF REINFORCEMENT MAT -------- EDGE WET AND Z137 (SEE DETAIL) 0 PROTECT INFILTRATION AREA. 2138 SEE EROSION CONTROL PLAN FOR ADDITIONAL NOTES. 0 2133 BOTTOM EL 894' 2139 TOP EL 895.80 2140 Z \HWL 897.72 3' ROCK WEEPER. SEDIMENT FOREBAY 00 ` . c/ ^", | ~ / ` 0f00 1f00 INFILTRATION BASUN NkUOTES. 1. REFER TO MASS GRADING NOTES IN REGARDS TO PROTECTING BASIN DURING GRADING. 2. INFILTRATION R/0I OF NATIVE SOIL MUST BE CONRRMEU, ONCE THE BASINS ARE MASS GRADED T0FINISHED PLAN ELEVATION. INFILTRATION RATE SHALL BE CONFIRMED BY OEOTECN|C&L ENGINEER. INFILTRATION TEST SHALL DETERMINE EXPECTED INFILTRATION RATE AND CONFIRM BASIN WILL DRAIN VY|TM|N 40 HOURS. J. INFILTRATION RATE IN BASIN MUST EXCEED A MIN. OF 0.75 |N/HR OR BE LESS THAN 4 MAX. OF 0.3 IN/HR. PRELIMINARY SOIL BORINGS INDICATE THE NATIVE SOILS IN THE BASINS WILL LIKELY INFILTRATE AT GREATER THAN 8.3 |H/MR. IF RATE [KC[[D3 8.3 |N/HR THE BASIN BASE SOIL NEEDS TO BE AMENDED TO LESS THAN THE 8.3 |N/HR. 4. IF THE SOIL AMENDMENT IS REQUIRED TO REDUCE INFILTRATION RATE TO BELOW 8.3 |N/HR. IT CAN BE DONE BY CREATING A 2.5' AMENDED SOIL SECTION USING 1 OF THE FOLLOWING: EITHER 4.1. MIXING VN3|T[ TOPSOIL INTO NATIVE SOIL TO LV\N[R THE INFILTRATION RATE AND ADD ORGANIC MATERIAL TO TO INFILTRATION BASIN BOTTOM. OR 4.2. IMPORTING AN INFILTRATION BASIN BEDDING MIX THAT PROVIDES A MAX. OJIN/HR INFILTRATION RATE. 5. GUNYEA HOMES 8c R[W0DEL|NG3 WILL COORDINATE THE INFILTRATION BASIN RATE DETERMINATION AND ANY/ALL NECESSARY AMENDMENTS. COORDINATION WILL INCLUDE COMMUNICATING WITH CONTRACTOR, GEOTECHNICAL ENG|NEER, PROJECT ENGINEER, AND CITY TO ENSURE THE INFILTRATION RATE |NTHE BASINS ATCONSTRUCTION COMPLETION FALLS WITHIN ALLOWABLE RANGE. 5. THE FINAL INFILTRATION RAT[ DETERMINATION WILL BE DOCUMENTED AND PROVIDED TO THE CITY ONCE THE INFILTRATION BASIN GRADING AND IF NECESSARY SOIL AMENDMENT IS COMPLETED. INFILTRATION BASIN 896 891 890 8 3' ROCK WEEPER. liw to SEDIMENT INFILT ON BASIN 2 B TOM EL 891 'OP EL 891.80 _�_�PROTECT INFILTRATION AREA. 2515' 1 SEE EROSION CONTROL PLAN FOR ADDITIONAL NOTES. 896 0. 892 SECTION C -C 3' ROCK 892 � �---�~-----�------ -- ��--�-'-T--�----- om 1/2"-2" ROCK PE 1l INFILTRATION WATER FBASIN BOTTOM ROCK WEEPER PROFILE VIEW �-- GEOTEXTLE FABR|C LINER TYPE |V ALONG NOTES: BOTTOM OFR|PRaP 1. S[[ wNU0T SPECS 2573. 3501' 3733 & 3089 2. CLASS I-IV R|PRAP(3P[C.J681)WITH G[0TEXJ|LEFABRIC LINER, TYPE |V (SPEC 3733) ROCK WEEPER S —PERMANENT TURF CONTROLTRM * G kLANDLOK 450 OR z DESIGNED: .� �� K �U� � U�� 1OOOBO{)NEAVE N'SUITE 4OU GOLDEN VALLEY, MNS5427 OFFICE: 763-432-4500 � FAX: 763-432-4501 900, �� ~w� kLANDLOK 450 OR z DESIGNED: .� POND DRAWN: � f PC � � �K ^� LO � ^ � > /^/1� {}/ -r/ ��7 -i. O U� � (n "� ,� V) �� 896 n� � "� �U o� - 0� Z »� n� � Lj � N Qf � 0 z � 0 < KL ---- | hereby cortify7 specification, or prepared by nn* direct supervision vnn o duly uneni PROFESSIONAL [N NNthe laws ofthe MINNESOTA FLOW DIRECTION �� ~w� kLANDLOK 450 OR z DESIGNED: .� POND DRAWN: r f PC - -OUTLET_ CHANNEL SECTION A -A WETLAND - AN A FLOW DIRECTION SECTION B -B PLAN VIEW STORMWAER POND EMERGENCY OUTLET SECTION S `ot this plan, 'eport was or under my and that | wd G|NE[R under 3hzteof MARK RxUSCH' P[ 888 Date License No. DUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE T �� ~w� TEAM DATA z DESIGNED: .� DRAWN: [LL PROJECT NO: 215-0119 .� o� �K ^� �SHEET mm /^/1� {}/ -r/ ��7 v� n� U� U� U = "� ,� NL �� " � �� n� � "� �U o� - "� �� Z »� n� M a. `ot this plan, 'eport was or under my and that | wd G|NE[R under 3hzteof MARK RxUSCH' P[ 888 Date License No. DUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE T PROJECT TEAM DATA /\ DESIGNED: MPR DRAWN: [LL PROJECT NO: 215-0119 �SHEET mm /^/1� {}/ -r/ ��7 STR 1. SEE SHEET 16 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. SEDIMENT BARRIERS AN11-TRACKING CONTROL STABILIZATION 8 IP'S 1. SILT FENCE (MnDOT 3886) 1. 2" CRUSHED CLEAR ROCK 1. STRAW/HAY 2. CURB LOG (LAND DEVELOPMENT) MnDOT TYPE 1 MULCH 3. ROCK WEEPER I". EROSION CONTROL BLANKET J TEMPORARY SEED MIX -- INLET NOTE TO CONTRACTOR: ® gR. 3, � o 3 R; � 1Ce 1. ...� '" . ir,rM• I 1 ` THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE 2. INFRASAFE STORM DRAIN/CULVERT 2 MnDOT-150 (1-2 YEAR STABILIZATION) 4. TURF REINFORCEMENT MAT 3. SILT SACK (MnDOT TYPE A) MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION 4. DANDY BAG (MnDOT TYPE B) PERMANENT SEED MIX/STABILIZATION OR EQUAL-MNDOT CAT 6 1. MnDOT 270 (RESIDENTIAL TURF) ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF pa 2. SOD GRADING ACTIVITY Z 1. CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT Q Yy TEMPORARY HYDROMULCH TRUCK WITH A MOBILE WASHOUT r + ¢ TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING JaW BY THE CONCRETE CONTRACTOR. EROSION CONTROL BLANKET M ACTIVITIES AND SUBSEQUENT TEMPORARY m s LLJ ' '20 +,. JO,.. = SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND N ROCK DRIVEWAY / ROCK PADS uvQ � , + a$356-, 201 t!',,` O ~w HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, J I wN osg _ 3v O THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE ELT AND UTILITY CONTRACTOR AND 4 ❑ ; $ may_ - _ 7 - g..zms / r i `r` v' _ THE CITY. El THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO � a Lak Z 2010 r•- ' '�. ` •-,'i: ,'/ - ` \ t -) ` PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE Y Rile w \e� (e��. , .,v`,` (, / `\ ` �\'\6sg015.-f, i^�,f i :-o I _ F ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. Z r' -� o \ , w .1..� .n w ¢ -= _..t e ` s I- - 2 h,; UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY • n PPawo ",+ z �D70 Rl 0 \ d " ' ',k, CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE PROJECT 2073-- \X `I X .1 +) -� xvc� THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT LOCATION e 4 WETLAND 1 OUTLOTA 2074-- y/ ,< Q. ` i IN RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT E. e"n, g ccnr"°°° 4c N Y I _ \CJ \ ri r' _ , ,t` I i r T p TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. 10-214W mum m - RR dJYNNO rrv. sxE ro - I I - © DISCHARGE POINT TO BLUFF r p r 'I \ 1 =� EROSION CONTROL RESPONSIBLE PARTY: - CREEK VIA WETLAND ❑ � PROVIDENCE 55 LLCC )(aLUFPCREEK IS AN IMPAIRED WATERS _GONYEA HOMES &REWITHIN 1 MODELING VICINITY MAP x p9q , . - " - - N ,_ L ar �, 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY, MN 55427 SCALE: 1" = 3000' \o0 1 / _� J`�' �` '�` CONTACT: BILL COFFMAN PH: 763-432-4500 p9 #r EM: billcoffman®cbburnet.com 7 1_ ' r-aj l .r' . Ee".u"+ _._ 147 -1 t. j 1 e _ --,_• T rtnx .eery n"ro - • p ?/A -`3 , -'f 0' ^ .• J � � 9� � / � ��A �}'-'' y" ', � ,• � `bel I ?�cY CONSTRUCTION SEQUENCING: � ,. -�"__ ' --• r3e - ,r� �=� ="" ,/;'�',, � �• + , I , n - 14. MASS GRADING PHASE: P 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES- _ / . �/ I/ 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. 920 � J � I r• �� 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPS. i 111 � r, R 7. DECOMPACT PERVIOUS AREA SOILS THROUGH SOIL AMENDMENT OR DEEP RIPPING TO AN 18" DEPTH. ' �J l - r .168 - {� _ \�•` 11 ,,.,,+Z. - f. ! \ r \i , ,'/' 4 1 924 `Sic r li� 8. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. - - - 9. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. a ' z aa9 Y .2s-' r¢ss` = L J, STREET & UTILITY PHASE: •- -2246 i --- ,� ' \'\-�. \ _ --- - +-- ` / , e' \i 4 . 2 + }f 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. - r 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 2 ei 1 r ' " `. /�O , ^ i ,/ 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 'o 24 �� L...- .)> .�O•..-{-, l � � Tr -i 25 .-rnL K``� r `�� + -2 r r 4. PREPARE SITE FOR PAVING. �, 1 e 5. PAVE SITE. ix- - y_ 1 j - �� t s40'`' I I i ', 1 l l 6. INSTALL INLET PROTECTION DEVICES. 1j i Zr 7. INSTALL POST STREET AND UTILITY SILT FENCE. 1'n ' ly' - j y 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT �22SWPPP BMP QUANTITIES (PER PLAN): -- _ o ,' v, l,+ --j_ zs >e s s `` r r'� DISTURBED AREA 20.5 AC \,„._ _,•,n /` �_I r = i \ 6 717 " k ss/J. rk SILT FENCE 8,758 LF t 2225--72242 �, , -; Y � �\ , . 1 � -� I�BL��, 1 �+ �! , � e yy��$$,,2j c'! f + 1 �' "Q2680 %,' ' ! 'p 'i:lc 21" °1r I t t l, l J 2239 n2�3 r � �-� zz;£I � , � _ 4 r , , J' N INLET PROTECTION 40 EA \ "' i -_ 2797"� -,y..' \ -`4' "WETLAN / u' +�\ d Z eti I fI'•-. 1 ' ,. l r _, / K BIOROLL TBD W/ FINAL PLANS L it \ ;• `•� ��, !�.: 7 „�„ >� s.�_ . -� _ _z�9s . r j r,�-- EROSION CONTROL BLANKET 4,063 SY + , vrr_;_ Z r � � \ v >-� CX `\ �r , k �7 ♦� t _- "` SEED/SOD POST GRADING AREA 20.5 AC (INC. TEMP.AND 7s ♦ _,., j -- ' [� T AREA) _ � ANEN A PERM 0 50 100 200-- 2zs�d 6" TOPSOIL RESPREAD 5 CF }, AREA 13,95 t SCALE IN FEET 22� _t 7 ,,' ' 1 �`s2o >�,$2" fi0,- Y._ , L� ..�'� i ,, t �� 'I } NOTE: 80 vI DI�343/' aoz• - 403 3Z_ / v ' g 18 r s✓ LEGEND: v v d� C; •(\� - �'. /moi'. }I I t r jt EXISTING CONTOUR v 789 PROPOSED CONTOUR 416 ® PROPOSED RETAINING WALL g `'s 0 'Pa a DIRECTION OF DRAINAGE24 0 ®1� PROPOSED CATCH BASINS -- r - > > -- PROPOSED STORM SEWER �► �_ ~' r" 1 ,Ic o PROPOSED EASEMENT PROPERTY LINE - , s -- - SETBACK LINE LOT LINE - MEM - - RIGHT-OF-WAY v v v rYti� EXISTING VEGETATION LIMITS (APPROX.)`' LO EXISTING TREE TO REMAIN _ - - - - - - - TREE PROTECTION LIMITS ( l" ` 1 s�+ PRE SF PROPOSED SILT FENCE (PRE GRADING) 0. 1' Y) PST M SF PROPOSED SILT FENCE (POST GRADING) 2706-- G ' 2707 85 2825 828 627 TLOT E .'`_Ma i1 errrr 'r-.-' y« 631WETLAND6 . . 2832 46 � l - - 845 aw wuvraw"n °¢x" ro 2833 00 842 -- - r J DISJCHARGE POINT TO LAKE ,'RILEY VIA WETLAND . <.. (LAKE RILEY IS AN IMPAIRED WATERS '� �•o-* ,+ WITHIN 1 MILE) \ a t WETLAND INLET PROTECTION __ _ _ _ ,2 %, r, s 54 2708-,�- D N D DO NOT DISTURB AREAS WETLAND `t r 2710 n TEMPORARY DRAINAGE ROUTING d 9 OUTLOT D DURING MASS GRADING / Z c r; 7 •i'-- ' an xxa"P"ii1OxVssxv ro. Q� � -• ROCK CONSTRUCTION ENTRANCE - V EROSION CONTROL BLANKET { TURF REINFORCEMENT MAT ll f ®R1 • ,. /1 ZINE 733 VUG 0A` Q S� 273 t)Pt t` fry y,t � V 140 lk 273 I o 1 7 0 t` ACTIVE SWPPP SCHEDULE 1. SEE SHEET 16 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. SEDIMENT BARRIERS AN11-TRACKING CONTROL STABILIZATION 8 IP'S 1. SILT FENCE (MnDOT 3886) 1. 2" CRUSHED CLEAR ROCK 1. STRAW/HAY 2. CURB LOG (LAND DEVELOPMENT) MnDOT TYPE 1 MULCH 3. ROCK WEEPER 2. EROSION CONTROL BLANKET J TEMPORARY SEED MIX MnDOT CAT. 3 INLET PROTECTION DEVICES 1. MnDOT-100 3. HYDROMULCH 1. WIMCO (MnDOT TYPE A & C) (OATS 20-120 DAY STABILIZATION) MnDOT TYPE 5 2. INFRASAFE STORM DRAIN/CULVERT 2 MnDOT-150 (1-2 YEAR STABILIZATION) 4. TURF REINFORCEMENT MAT 3. SILT SACK (MnDOT TYPE A) SC250 NORTH AMERICAN GREEN 4. DANDY BAG (MnDOT TYPE B) PERMANENT SEED MIX/STABILIZATION OR EQUAL-MNDOT CAT 6 1. MnDOT 270 (RESIDENTIAL TURF) TEMPORARY MULCH COVER H 2. SOD GRADING ACTIVITY Z 1. CONCRETE WASHOUT IS DONE BY Q TEMPORARY HYDROMULCH TRUCK WITH A MOBILE WASHOUT CWC G SYSTEM PROVIDED AND COMPLETED JaW BY THE CONCRETE CONTRACTOR. ACTIVE SWPPP SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM IL J FIBER ROLLS / MULCH SOCKS x SILT FENCE Z U TEMPORARY MULCH COVER H Z rn Q TEMPORARY HYDROMULCH U0 CWC G JaW EROSION CONTROL BLANKET M 0 m Cl) LLJ az N ROCK DRIVEWAY / ROCK PADS Q � Q O ~w J p wN INLET PROTECTION DEVICES O Q J (n oma Q p 0 PAVEMENT (DRIVEWAY/ROADS) Z cc LL o3 cc) LL W I hereby certify that this plan, specification, or report was SOD prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws STOCKPILES the State of MINNESOTA NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 14 SHEET 14 of 47 IL J x Z U H Z rn Q U0 CWC G JaW M 0 m Cl) LLJ az N Z Q � Q O ~w J p wN a O Q J (n oma Q p 0 Z cc LL o3 cc) LL W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 14 SHEET 14 of 47 i N 0 25 50 100 SCALE IN FEET WETLAND 1 (10-214W) PROTECT INFILTRATION AREA DURING DISCHARGE POINT TO BLUFF MASS GRADING. BASIN ELEVATIONS SHALL BE LEFT 1-2' HIGH AFTER CREEK VIA WETLAND INITIAL GRADING TO PREVENT CLOGGING OF NATIVE SOILS VIA SEDIMENTATION. (BLUFF CREEK IS AN IMPAIRED WATERS FINISHED GRADING OF BASIN TO PLAN ELEVATION CAN BE COMPLETED ONCE WITHIN 1 MILE) IMMEDIATE UP—GRADIENT AREAS ARE STABILIZED. SEE EROSION CONTROL PLAN FOR ADDITIONAL NOTES. MNDOT INFILTRATION SEED MIX. SEE LANDSCAPE PLAN.—, PROTECT DURING GRADING--\ \ i I �Ii,IIlit! 3 L 11 --- jj 1 99" 1,1 , 4 I 11 i o yaY � r GONYEA /7335-1\ i I HOMES & REMODELINGS �rt i j 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 j ,y 73364,�cic1 ' ( OFFICE: FAX 00 63 432 4501 1�4' ' /-2056 �- EDGE WETLAND ,/ i�•i D N D --^ I ' ' '� ' I' ,, ! if /y_{ r-2053 { r„ t I I +'``t �./� l --Uy,—` _ 1-2055 I y{!crz..a xi�n ! PER KJothl BASIN EMERGENCY OVERFLOW I r - 2059 zas� _ _ -�as4" REINFORCE WITH 410 SF OF - osa V` TURF REINFORCEMENT MAT (SEE DETAIL) A m ! r \ -2064- SF \� 1 4 �,-p�\ff ! i 1 TJ I I I �2a�i ,• �. s•� - � 2 gb�2 201a-� ` �'- �• •" r;� 7J59� / , ! 1{✓J- v l� r ! \ \ \ \ " ... -`d44' 204P `�- 2015 -CO)/.. I ,5 _ _�\ ....._... ----- 357- -_ A LLIANT �. - s--?Q6rs__ < J , �\ . zap �~ �\� i �d •j - J • / � - ft� � , `\ 1i 4 => I / /. t"- f =2Q68 _' \ _ .\ 1 ' !' -,. f Z - `� , \ \ \ ' / ( ! • P f Y /_ j /. r t \ \ '( 1 E N G I N E E R I N G RL /�\ ' o3s�� \ PRE CONSTRUCTION , , r c' I ,POND TO BE TEMPORARY 233 Park Ave S, Ste 300 \ / / / r / / / SEDIMENT BASIN DURING \ • SILT FENCE (TYP) , p Minnea olis, MN 55415 CONTRUCTION - ACCUMULATED 612.758.3080 MAIN I t,-, \, � �O � \ � `fir � .•• + I SEDIMENT TO BE REMOVED 2471 7�tp� �� _-r 7� �,� t, � 10 \ �f��'pp�,3\•� • .. PRIOR TO FINAL GRADING. 612.758.3099 FAX 02 ,0 � ` •p'72 '. t'1� ' ; !r '.i'1 \ \r -\ �..1- \3_ 2018 -� _ ...� ^ i ce - / . — �f i i1TC THE POND SIDE SLOPES SHALL www.a-inc.com ! \ �\ hp =• ~` BE STABILIZED WITHIN 7 DAYS lliant 2073--�' i \ E nNo \ ,) —'r t / li i I `JA FOLLOWING CONSTRUCTION. OUTLOTA 2074-- ' 20 \r%i �/� —� �i I I a2�p i �I - o zo \��/~ I /1 � ✓' ( ! }tib `� i° P�9i2�,~ /// , o_- N \\\ I \\ I � 224 PONDI . { 207 , LL WETLAND%'' / I w 2079 •I; II l .,�� t ��f I ~; / I I `.t J �' ' g1 0 I.. �..:_ - — � rn 1 i 111 t PER K✓OLHAUG ENV. SERV. CO I• �/!/i t0oaa / \y i 1 ! U 1 7 �' — . POST CONSTRUCTION / SILT FENCE (TYP)W 1 r c Q I D N D �� O zoea -/2085 • - 2bea .2087 2086 ' _ /' _ _ — —_--/ t I I I t , t _— ✓ i N l SI I _ I G;O -r INLET PROTECTION / :.-•.,.. — ,a -- ` - -` _ _ . , � . , .r � t I (TYP) , ar r r rz 94SF .9 pRe 0 r TEMPORARY ROCK t� G�zoss� ! _ j- - _-CONSTRUCTION ENTRANCE / 96 1 H / -�!/ j''• '- 4 V \ 9G� J — CH HASSEN DETAIL) I\ Z I \ —_ — (PE, / iLn TEMPORARY SEDIMENT BASIN-- AN M Q W �a21 / z1o1 SF- AREA (AS NECESSARY) �` i 7 �t - I ---_R ' A �- I i a� ;I Ln _- - - R� _�-. k 10 -kJ 210 r — / / M, 2na i1� zlpa \ \� a 'J 9 0 - Y - '!- j i I F_ \ 1 r Y` �� 1 0 .•- , ' ' x X /Cn rya 2144 r-2135 /r' - .i i� f ,. �' � /\ �� \� �� - / J // /, !` { II I I (' 11 I _T-- WETLAND l - �L147 -' _ - Y!4 lr-213a / . . ,_ 63 , -};, l _'l L - _ I 4 `' Z a a g EROSION CONTROL / ~ }- y p — _ t t_ f U_ K -If r'I Z lid � PER K✓OLHAUG £NV.SERV. CO ( �-IM� /r? / �y %r '. - i I� / '�\ / �/ \ - 'i -I _._ T- I I fn j� V TYP .I �Y / / />INLET PROTECTION ` ' I / J Q �y BLANKET _ _ FOCE WFj4L ! .... r ` ( / ~ A/ / V V ru I, OL 2138 - - � = ♦ --;" � - \ ' \{, �`r� %I i i //x r'�, / //3 r I I� I TYP ii 1 .` ,,, / /' / _ _ . I - ) t , z • - - - - � � \ _ �� I Ill � � 0 Z i- - - 2154 T "� —y�_ � = � ,_, — — �' �. �. _ - V _ _.. __ — / i - � . �\� .�� / y-� / ./�- f,_— --.._ i i t �t o l , I- Q W 21 �� ! r A / - ,. •✓ % -'i i '.i" / }_ / / -1 I I �_.— , A N , I W it.- 1I ---I®, I (� -- TEMPORARY / �('�- \/ \ / / -�.. I i - m m o til ; j - I w d O p O ... X 2 56-� -/ �/ ;- ' •'j a- -_-'_ _� � `�. _ � - _ r INFILTRAT ON Oct BASIN 1 i - A ) ,%`.' / / / J I V Y V �-..--....' r 4` .: i i '� l 0' ' l DIVERSION BERM FOR A / -r i _ __ _ i y e L {� � Q JFn 2143 '� _ — � "V A V -/ BOTTOM EL 894 ( / / / 1' / / I I \----'1 �, i ,z a - ,' ., -.�gt3s� 1 /' - _r1�PPEls95.80 ROUTING OF -� // % -/ % i / / I v 9 2 �- t P;I� Z N. v ° /� -, ` WL897.72 !1 vvv`tRUNOFF TO FOREBAY // \', /r / "1 I I I �y I ` "� i �i1 Q Z /�M� ( 1 , r-, '1 V Ayam / '_' / .r'' `�� i 1 I I II I V I ,>' V) Z li t EBAY a / I I rn U IL W I 920 I, f FOR g ' V AIc" / ` \ r' / V II t I' U. / .. / i' r �:oi -",i'4 - ',.� .l I '° !f , SED 3 WIDE ROCK WEEPER ` /: I,: 1H I 4 2247 8g3 I / STRICT WATER INTO -- 1, .�• �� I g2A// 1� _ CJ zlsaV z9 . _ . !� / / TRATION BASIN UNTIL < .`_ A �. , ,�,- �' " / l I y _ 26 ti6�5 z6�e 922 I Ery, o /02z+�... ETATION IS ESTABLISHED. - - ,.a _. 1 ✓_ E ps i I sa% Ca; Iotoomw -SP !I _ I �( / 6 / / r •.!2248 I ! 7f - -s �p2178. & s ;� r ,/ _--� 171 ` — I J / wrap : g224� 1 t0 �` \ ,1 \ 7�/7 8q / r \ , �� / // , 4\ RW \ \ /�i _ __ -- _- - .. 3VVJ 7 7 x-2452-26513 I I-2612 x-2655 14 \ 2658-✓ (_--_.__ D ." 2251 0 -2245 g "o \ ' ,gam ' 2259 ! � � � _ _ _ t /� I D I 02252 �•y� '.1' ; - 1 szt* W 21� \If1 I� r - -� - z2a3fD1YD�� TEMPORARY j I '\ \ G t �t}zssal L r ! - / ✓ \ \ \\ DIVERSION BERM FOR r / i \ r z6as 'f 1 I EXISTING DRIVEWAYS TO BE 2242—' f 2242 -_ / V / /" L -� �2=� �/_ v --._ \ I K TEMP. ROUTING OF ~`` \ - 1 1 / >`: I 'v3 1 ----!--- - g �v v v S; „ 2254 .'CD ! / i,I-, RUNOFF TO FOREBAY (/ - �z I� ''�sss -• I �ra REMOVED ONCE ROAD A AND NEWT 1 zl j, <: , __ .__ —' _ _ 2253 ✓ 0 2260 / , ,., y y\ _ -- i _ / - - ' ;', -! r _ _\ 6 WET.5 I .� 961 ._ — ._ �. 1 ,� — -- \ \ .. -. — _ _ _ 26�ETLAND J�. GD 0 Z6 2640 n g_ ARE - - / l TEMP. SED. BASIN J, r - - i \ ,I f 1 ✓�41' ER K�oLHAuc eN I y LEGEND: �" '•- \ .1 I �.. ---IIN U 2671 / I � g 4 _ ,� / W PERF. RISER v'1' A! I 'j, ( -�,. A-I�,I �..- - - -� - - r/ - /' ; I , - -/a9 ---- EXISTING CONTOUR PREM SF PROPOSED SILT FENCE PRE GRADING . / ! 2699 •� 2670 ( ) \ AS NEEDED ! _ r I \ j /7026 / �/ r i i /' ( ) I I \ \ W. 6 \/ 789 PROPOSED CONTOUR -F N. - -t -i. 6/- ., j" / PST SF PROPOSED SILT FENCE (POST GRADING) II ' N - T - N -� \ \ \ \ I !i 7 - I WE PROPOSED RETAINING WALL � - ;✓ i \/ �— \` ✓`o '\�\ `� 2 � -t / '' 9,s---� ,M— �J- 1 _ .� '� - i _66a.�� j !/ I // ! I- PUT T;F 7 3 � � - �,_ ;-: � � t] 2 - __ s72 2sss i DIRECTION OF DRAINAGE INLET PROTECTION - \ r 2O' 2+ \ yt2 - zg7z t DO NOT DISTURB AREAS 922 I @ `\ \ - a 4 ��. . /- / -074 PROPOSED CATCH BASINS / x `� i x -wu! t_ bis '�~ 1} / 2 '� , A ✓ ✓ �, : / V 1 �1 689= r "J 2 96 ,i- A ... '♦ / v, \ I \ / \ \\ PR --2690 / I �zsa1 ._.__- PROPOSED STORM SEWER _ _ ® DND ` _ - ,-• 2697 f/ PROPOSED EASEMENT TEMPORARY DRAINAGE ROUTING \ \ �- -' - i / 2 . / #76, j DURING MASS GRADING /Z75sJ�\ / \ � ; � PROPERTY LINE V \'T_ _. - g'd '/ / \ \\ r y _ i ) _ el �2ss6 rL N, s71� I I I A — — SETBACK LINE man qF 932694 / ! LOT LINE ' 2224-� z23- _ /i / / \ r 7 l j I / _- .as4"s- F/ BU !! - RIGHT-OF-WAY ROCK CONSTRUCTION ENTRANCE 2233 — _ - 2225-� - :O 4 / / / 1 / t^`' _ \ r 7- �' �J.(.1 I i ',/ i" l �. ._ � .✓ ; ; \ % r \ -1 2232_ y — .—..-. _ '? "' ' — _ l` J 1 I ( / 2 / 2679-- — / -2680 .' ! y / 1211 -\ / v6// /✓ /,� �; 7 EROSION CONTROL BLANKET WL-wYrrY EXISTING VEGETATION LIMITS (APPROX.) 2239_ ' 2234 0�� OUTLOTC �:� ^� !- ' ;. `� , `•/ r' �� rr I ;:.X. .� 5/__2797 �'� t , 7 2236 / TLAND 2 V. coy` -2226 /- // - k`,` ! \` _ rf �, ,r ,\,.. { + �_.. - `.� _; -/1-`'!r/ ,1� 1v '. ,`\-' �� / J �1 1 EXISTING TREE TO REMAIN TURF REINFORCEMENT MAT ,� /„ _ 1 2237 WE NG ENV. / ti �(. p PE KJOLNA 4z, (b iir- - - - - - - - TREE PROTECTION LIMITS WETLAN D i I I 2��—.. J'/r• _ _j• j" \i r!� '�..J'-,-..(r I .: '• amu. .� / A-,� ! � t I 1 r 227 / w / - _ �e . ! �- , l��>• --'-! ( r t" 1 a a , \. 'i' 9p �� r r I . _ na,.- , ( �y "f795 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 15 SHEET 15 of 47 fi �N I! ! Glrl ! I ,•'1 Ilt I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 15 SHEET 15 of 47 If % 7 Ni 2239-1 OL 0 01 1 1 1 1 1 `0 wpei I VI11A FE P474 0 ri � CO- ) I I N I I A( 11 A �,-2478 x•L 0 66 2245 918— C Z4 2� DND 0 QD-o (D 0, � ' q I/ I A \0 kD.1 M" N If f Nl*mm` GONYEA Ixe P, f 0� HOMES & REMODELINGS N A 0 '0 .'V N �K 1000 BOONE AVE N, SUITE 400 IN, z- �33 "N — I I I `. GOLDEN VALLEY, MIN 55427 I I C: f� \ I \ " ' 'a . zIJ I Ifv 'z' ZIP Z 0 OFFICE: 763-432-4500 2225 FAX: 763-432-4501 ZC� I I I'o 0 CD 0 25 50 100 1 922 (D A� If\ If FEET SCALE IN D N D \Y1\ p-222 T r J/ p 226-' 1 r f ilk" X N -2223-1 J 4-W 2484- 8 1\ L Ant A L L I A N T PROTECT INFILTRATION AREA DURTJ�%?\',\ MASS GRADING. BASIN ELEVA'11ONS., q V SHALL BE LEFT 1-2' HIGH AFTERV-\ --A 233 Park Ave S, Ste 300 INITIAL GRADING TO PREVENT CLOGGING 9 Minneapolis, MN 55415 OF NATIVE SOILS MA SEDIMENTATION. If FINISHED GRADING OF BASIN TO PL e/ 612.758.3080 MAIN ELEVATION CAN BE COMPLETED ONCE If 612.758.3099 FAX IMMEDIATE UP—GRADIENT AREAS ARE IX STABILIZED. SEE EROSION CONTROL '(3 www.alliant-inc.com PLAN FOR ADDITIONAL NOTES. N P, M tS > 0 U) M M M A -iZ 7 z M PROPOSED 3' WIDE ROCK WEEPER 1 11\N 0 FORE -Bi TO RESTRICT WATER INTO M 0M., I / /\\/ z X. INFILTRATION BASIN UNTIL j z IN VEGETATION IS ESTABLISHED. �'u > X-8 n10 --i MNDOT INFILTRATION SEED MIX _j xr �/�i C-4 j rn z M 0 -4 SEE LANDSCAPE PLAN. POST UUNZ)lKUU1IU._ 5E, 1 ZALT FENCE (TYP) n1z j PRE CONSTRUCTION SILT FENCE (TYP) A cc 7 6-, k V 7y 'A ! I I I \ \ \ / //////yI l ✓ / / I I 270 z 2708-1 I TEMPORARY SEDIMENT BASIN A AREA (AS NECESSARY) 0 F_ > > Lf) z 2710-, =:1 0-x M or A. 0 F4 --1 0 LU ;� r. Z U • 0. A C� F < MD > INLET TYP PROTECTION C) _j LU 2 Z�"' --I Ca z M 0 > 0 (n -nzm OD (Z LLJ \v'- 0071 C: z z Ci U) =j Z[ 0 ly, - = _T- �7 03 -n -n < A, > 0 z P M _j lu M 0- ULANKET (TYP) M EROSION CONTROL z /X 0 < -41 Lj 0 a. 0 V) -71 ('o U CD < J 112• �1;0 - M (n f If > 2739- 0 894 C - A x 0 Z 0 0 Ln < 1-19 Z =:I Do z U. ILL LU V Aj\ > 7hereby certify that this plan, rQ specification, or report was b ND 1P • prepared by me or under my 3 \L direct supervision and that I •L am a duly Licensed 4 PROFESSIONAL ENGINEER under Via "0' the laws of the State of If L MINNESOTA 2 L 6 1-7 -41 -27 WL x/', 4 \T \ 21''\ , - 4 1 )0 MARK RAUSCH, PE It Cn M if 1 Date License No, M 0 \4" 0 r > (D > N'j \46 QUALITY ASSURANCE/CONTROL z FH Ill -2846, A �111 Y�/: A I, G) S •BY DATE 'ZE TE ISSUE X DA LEGEND: > J -A 6-28-16 CITY SUBMITTAL Z -11, Cl) < M -WL (�D IV 2 6 �7f Z > 2838 2833 �'_ N. A T vV -I,-27q8 �26 EXISTING CONTOUR PROPOSED SILT FENCE (PRE GRADING) o 0 PRE M SF 112r-2825 /N726 1\ 2679 PROPOSED CONTOUR W - PST PROPOSED RETAINING WALL "sq U, 0 R'8 71 -3 1'' 1 = SF Q 0\ ;W PROPOSED SILT FENCE (POST GRADING) F > M z 0 CP M 55 0 m r— CIO C� Ln INLET PROTECTION j) 9 W - > C DIRECTION OF DRAINAGE '�M 2840- -0 L -279-A �N44-d 4b'45 I I DO NOT DISTURB AREAS z 0 0 0 PROPOSED CATCH BASINS r I $� !� DIND -0 0 0 2 M M , 1 '. Z -rn .6 \ ( I t ) PROPOSED STORM SEWER r 71" 'A '�j \ \' �n '1 0\ 1 1 " / 0\ 11, ri.2615�-267 Ns 2680 - PROPOSED EASEMENT 19 I It 'A PROJECT TEAM DATA TEMPORARY DRAINAGE ROUTING > �k Y, DURING MASS GRADING f, Q 26661.%ju PROPERTY LINE M 00 SETBACK LINE DESIGNED: MPR T�' LOT LINE 677 �_\ n / DRAWN: ELL ROCK CONSTRUCTION ENTRANCE j:O -0119 1.6 FT �JA V, 61 41 1 N 9 k 'N -N \0�w \(D 0 "7- -OF -WAY PROJECT NO: 215 RIGHT 'j\Ov4 F . EXISTING VEGETATION LIMITS (APPROX.) EROSION CONTROL BLANKET - ----- V n� 41 (D EXISTING TREE TO REMAIN TURF REINFORCEMENT MAT 0 (Ji 0 io N A S/ 16 - - - - - - - TREE PROTECTION LIMITS a 74% I SF 'A 4FIll "j" SHEET 16 of 47 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST PLAN FOR INDIVIDUAL LOTS AT 6 FT. MAX. SPACING -,AT 6 FT. MAX. SPACING NOTES. PLASTIC ZIP TIES 10 - 20 % 25 FEET GERTEXTLE FABRIC 36 WIDE PLASTIC ZIP RES GEOTEXTILE FABRIC 36" WOE AIABRIC (50 LB. TENSILE) LOCATION OF SILT FENCE (50 LB. TENSILE) ANCHORAGE LOCATED IN TOP 8" OMaximum Contributing Area: I Acre TIRE COMPACTION ZONE LOCATED IN TOP 8" TRENCH. BACKFILL wTH TAMPED //////---- oP'm CE PROPERTY NATURAL SOIL i FLOW BUTT inTOGETHER AT UNE FLOW FLOW 6"MIN. FLOW w � F _ Z201 Z 50 zp 'Q c / -f om sm 6"MIN. F - w LW r MACHINE SLICE ow �,- 8' - 12" DEPTH z y, N J 1 SILT FENCE, MACHINE SLICED(DO SILT FENCE, HEAVY DUTY 1 2 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC Cc AT 6 FT. MAX. SPACING 36" WIDE STAPLES Z FABRIC ANCHORAGE TRENCH. BACKFILL U WITH TAMPED NATURAL SOIL H rn 0z FLOW MW .- 71 z SILT FENCE TO BE PLACED �m 6' ON CONTOUR. SEE SLOPE/GRADE IN. AND LENGTH CRITERIA BELOW �wSILT FENCE, PREASSEMBLED 1 2VARIX S VARIABLE SLOPE 1:6 DESIRABLE SILT FENCE NEAR TOE OF �� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL CITYOF SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G:\ENG\SPECS\5300 5300 EROSION CONTROL GENERAL NOTES: / OPO PUg�\c� 1"-2" CLEAN CRUSHED ROCK 01I 1---a- 1- 1. 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC ISI 'V�.�''- NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITYOF ROCK CONSTRUCTION CSI ENTRANCE REVISED: 1-10ENGINEERING DEPARTMENT PUTE No.. 5301 FILE NAME G: ENG SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (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. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. B. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. 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/CONTRACTOR 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 PERMITTEE/CONTRACTOR 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, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. 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. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTIUZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABIUZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. DEWATERING: I. IF UTILITY INSTALLATION WORK ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL PROVIDE A PLAN TO THE CITY AND PROJECT ENGINEER FOR REVIEW. THE PLAN AT MINIMUM SHALL BE A DEWATERING PIAN INCLUDING WATER ROUTING, STORAGE, AND DISCHARGE LOCATION. 2. IF ANY TEMPORARY DEWATERING IS REQUIRED ONSITE THE CONTRACTOR SHALL DISPOSE OF STORMWATER OR GROUND WATER BY USE OF PUMPS AND HOSES TO ACCEPTABLE DISCHARGE POINTS APPROVED BY THE CITY AND PROJECT ENGINEER. 3. ANY ACCUMULATED SEDIMENT ALONG EXISTING CURB AND GLITTER THAT HAS COLLECTED AS A RESULT OF DISCHARGING DEWATERING HOSES SHALL BE IMMEDIATELY REMOVED AND PROPERLY DISPOSED OF AFTER EACH DISCHARGING EVENT. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NSC iWiULL OF STEEL CONSTRUCTKK 9TH EOITON. &UOWABLE MILE WEIGHT LOAD N/A AWS SMUCRU WELDING CODE- MEL D1.1-94. SAfE1Y WTOR N/A 29 CFR 1926 - OSHA RepE1T qxp HrAIIx STgNpAR115 WATER ROW RATE (THROUGH TYPE Fr FILTER) 0.707 CFS O 3' HEAD MUNUM OVERrLOW 01E 5.91 CFS O 15' HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW I - CENTER OF FILTER ASSEMBLY /-OVERFLOW 2 - TOP OF CURB BOX T 10' FILT£R ASSEMBLY CURB HIGH-FLOW FABRIC CG -23 HIGH-FLOW NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF. FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. C111OF CATCH BASIN SEDIMENT TRAP REwsEO: 1-10 ENGINEERING DEPARTPLATE Na.: 5302A FILE NAME: G: ENG SPECS 5302A 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. INDICATED ON THIS EROSION 2. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS IN D CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. 3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 5. SOIL COMPACTION SHALL BE MINIMIZED IN PROPOSED PERVIOUS AREAS ONSITE AND AVOID ALTOGETHER IN PROPOSED INFILTRATION BASINS. SOIL SURFACES IN PROPOSED PERVIOUS AREAS COMPACTED DURING CONSTRUCTION SHALL BE DECOMPACTED THROUGH SOIL AMENDMENT OR DEEP RIPPING TO AN 18' DEPTH. 6. THE CONTRACTOR SHALL SCHEDULE SITE GRADING UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. TEMPORARY SEDIMENT BASINS AREA REQUIRED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. 5. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 6. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 7. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. OPTION 1 - 0Y£R-LAP , SAMPLE EROSION CONTROL LESS THAN 2% 100 FEET PLAN FOR INDIVIDUAL LOTS 2 -5" R 75 FEET TR 2. IAA BLANKET [N TRENCH 5 -10% 50 FEET NOTES. TYPE 2 HEAVY DUTY PERIMETER 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 LOT 1 SURFACE WATER OR WATERWAY GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE 1O To Protect Area From Sheet Flow FOR SEDIMENT CONTROL OMaximum Contributing Area: I Acre W LOT 3 VARIABLE SLOPE 1:6 DESIRABLE SILT FENCE NEAR TOE OF �� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL CITYOF SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G:\ENG\SPECS\5300 5300 EROSION CONTROL GENERAL NOTES: / OPO PUg�\c� 1"-2" CLEAN CRUSHED ROCK 01I 1---a- 1- 1. 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC ISI 'V�.�''- NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITYOF ROCK CONSTRUCTION CSI ENTRANCE REVISED: 1-10ENGINEERING DEPARTMENT PUTE No.. 5301 FILE NAME G: ENG SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (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. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. B. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. 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/CONTRACTOR 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 PERMITTEE/CONTRACTOR 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, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. 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. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTIUZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABIUZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. DEWATERING: I. IF UTILITY INSTALLATION WORK ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL PROVIDE A PLAN TO THE CITY AND PROJECT ENGINEER FOR REVIEW. THE PLAN AT MINIMUM SHALL BE A DEWATERING PIAN INCLUDING WATER ROUTING, STORAGE, AND DISCHARGE LOCATION. 2. IF ANY TEMPORARY DEWATERING IS REQUIRED ONSITE THE CONTRACTOR SHALL DISPOSE OF STORMWATER OR GROUND WATER BY USE OF PUMPS AND HOSES TO ACCEPTABLE DISCHARGE POINTS APPROVED BY THE CITY AND PROJECT ENGINEER. 3. ANY ACCUMULATED SEDIMENT ALONG EXISTING CURB AND GLITTER THAT HAS COLLECTED AS A RESULT OF DISCHARGING DEWATERING HOSES SHALL BE IMMEDIATELY REMOVED AND PROPERLY DISPOSED OF AFTER EACH DISCHARGING EVENT. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NSC iWiULL OF STEEL CONSTRUCTKK 9TH EOITON. &UOWABLE MILE WEIGHT LOAD N/A AWS SMUCRU WELDING CODE- MEL D1.1-94. SAfE1Y WTOR N/A 29 CFR 1926 - OSHA RepE1T qxp HrAIIx STgNpAR115 WATER ROW RATE (THROUGH TYPE Fr FILTER) 0.707 CFS O 3' HEAD MUNUM OVERrLOW 01E 5.91 CFS O 15' HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW I - CENTER OF FILTER ASSEMBLY /-OVERFLOW 2 - TOP OF CURB BOX T 10' FILT£R ASSEMBLY CURB HIGH-FLOW FABRIC CG -23 HIGH-FLOW NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF. FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. C111OF CATCH BASIN SEDIMENT TRAP REwsEO: 1-10 ENGINEERING DEPARTPLATE Na.: 5302A FILE NAME: G: ENG SPECS 5302A 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. INDICATED ON THIS EROSION 2. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS IN D CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. 3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 5. SOIL COMPACTION SHALL BE MINIMIZED IN PROPOSED PERVIOUS AREAS ONSITE AND AVOID ALTOGETHER IN PROPOSED INFILTRATION BASINS. SOIL SURFACES IN PROPOSED PERVIOUS AREAS COMPACTED DURING CONSTRUCTION SHALL BE DECOMPACTED THROUGH SOIL AMENDMENT OR DEEP RIPPING TO AN 18' DEPTH. 6. THE CONTRACTOR SHALL SCHEDULE SITE GRADING UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. TEMPORARY SEDIMENT BASINS AREA REQUIRED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. 5. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 6. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 7. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. OPTION 1 - 0Y£R-LAP , SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER PLAN FOR INDIVIDUAL LOTS BETiWEN W WATER TR 2. IAA BLANKET [N TRENCH AND DISTURBED EO SGE . . . . . . . . . . . . . . . . . TYPE 2 HEAVY DUTY PERIMETER _ CONTROL RED ADJACENT TO LOT 1 SURFACE WATER OR WATERWAY I t4 SURFACE WATERS ... d.t.11 53oo LOT 2 W LOT 3 //////---- oP'm CE PROPERTY ' BUTT inTOGETHER AT UNE _CENT SILT FENCE LEGEND T,e.e .or,d.1d ."bol. wllt b. found M the aroWlns. SILT FENCE • STRAW MULCH i SURFACE WATER wA,Ert Raw CURB i GUTTA OYER -LAP SILT FENCE STREET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL W1MCO OR SIMILAR INLET PROTECTION DETAIL 5302A * Water resources staff must be contacted before any/all dewatering activity * 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 filer logs, mulch berms and/or silt fence. * See MNDot spec. 3897 AT 2573. * Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control 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 roof line. If house has rain gutters, downpouts need energy dissipation. W Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. * See MNDot Spec. 3885 & 2575. * Swales-Need blankets over final 200'. * Swales-Need check dams if slope is 4:1 or greater. CITY OF EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) REVISED: 2-13 ENGINEERING DEPARTMENT PLATE No.: 5302B FILE NAME: G: ENG SPECS 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAIUNG SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN R DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE. WINTER STABLIZATION: GRADING CONTRACTOR REQUIREMENTS IN THE CASE WHERE THE ONSET OF WINTER DOES NOT ALLOW FOR COMPLETION OF MASS GRADING AND FINAL SOIL STABILIZATION IN FALL 2016: 1. MASS GRADING ACTMNES SHALL BE PLANNED AND PHASED IN A MANNER TO AVOID ANY UNNECESSARY SOIL DISTURBANCE PRIOR TO WINTER SHUT DOWN. 2. ALL FINAL GRADED AREAS SHALL BE STABILIZED PERMANENTLY BY GRADING CONTRACTOR WITH SEEDING, MULCHING, BLANKET, ETC. IN ACCORDANCE WITH PLANS PRIOR TO CONTRACTOR LEAVING THE SITE AT WINTER SHUT DOWN. 3. THE GRADING CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TEMPORARY OR INCOMPLETE GRADING AREAS INCLUDING ALL STOCKPILES ARE STABIUZED WITH TEMPORARY SEEDING (MNDOT MIX 1900100#/AC, MULCH (MNDOT TYPE 1) BEFORE LEAVING THE SITE AT WINTER SHUT DOWN. 4. ALL SIGNIFICANT DRAINAGE SWALES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED WITH MNDOT CATEGORY 3 EROSION CONTROL BLANKET BY GRADING CONTRACTOR PRIOR TO LEAVING THE SITE AT WINTER SHUT DOWN. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4"X3'LONG WOOD POSTS, 8 REQ'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO j EXTEND 18" MINIMUM ABOVE EXISTING GRADE. T� OVERLAP END JOINTS MINIMUM OF 6' AND STAPLE OVERLAP AT 1.5INTERVAIS. fff OF C911A�SS ED: 1-10 NAME: G:\ENG\SPECS\5302A LO LONGITUDINAL STAPLE FOLLOW MA14UFACTSHALL LONGITUDINAL JOINTS r-0LLOW MPNUFACATIONS MINIMUM OF 6' SPECIFICATIONS ANCHOR TRBNCI mo. 1. DIG 6'X6'TI 1Ta 3, TR 2. IAA BLANKET [N TRENCH 3. STAPLE AT IINTERVAA LS 4. BACKFILL WITH NATURAL SOIL ANDDCOMPACT e LERI LOW B. BLANKET NGSHALL NOT EXCEED WnM UT AN ANCHOR TRENCH I t4 NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STIOCS, VEHICLE IMPRINT, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET INSTALLATION INFILTRATION AREA NOTES: 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND OR FOREBAYS UNTIL INFILTRATION BASIN IS COMPLETELY GRADED AND PLANTED. 3. BASIN GRADING SHALL BE DONE IN PHASES. INITIAL GRADING OF THE BASIN SHOULD ESTABLISH ROUGH ELEVATIONS APPROXIMATELY 1-2' ABOVE PROPOSED FINISHED GRADE. THE AREAS IMMEDIATELY UP -GRADIENT SHALL BE FINISHED GRADED AND STABILIZED. THE BASIN CAN THEN BE COMPLETED TO FINISH GRADE AND PERMANENTLY VEGETATED. 4. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF POINDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 5. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, UGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 6. IF COMPACTION OCCURS AT THE BASE OF THE BASINS, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX GO i iV 8-10"" FABRIC FLAP- BURY UNDER ROCK TO PREVENT UNDERWASHING �- 2" WASHED ROCK V DEEP X 2' WIDE SILT BOX SEDIMENT TRAP 530213 ENGINEERING DEPARTMENT PLATE NO.: UNDISTURBED VEGETATION -XF-.�- �i TRAO( MEADS E MEATSEQUUIP GROOVES ` • �' ,• PERPENDICUTAR TO SLOPE DIRECTION. NOTE: ALL ROPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACUNG. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACUNG 1F THE SrAB1U2AT10N METHaa IS EROSION CONTROL BLANKET OR HYOROMUIOH. II II II II II II VIII II II IIIIII II II II VIII IIIIII II IIIIIIII 00 II VIII IIIIIIII VIII II II II II = II III II VIII III II II IIIIII II III II II II II IIIIIIIIIIIII II VIII III I I VIII 111111 SLOPE TRACKING SOIL AMENDEMENT MATERIAL. SEE NOTES BELOW. SUBSOIL TO BE SCARIFIED A MINIMUM OF 4 DEEP WITH SOME INTEGRATION OF AMENDED SOIL TO AVOID STRATIFIED LAYERS. NOTES: • SOIL AMENDMENT MAY BE ACHIEVED BY EITHER MIXING 2" OF MNDOT GRADE 2 COMPOST INTO THE 8 INCHES OF SOIL DEPTH OR BY MIXING A CUSTOM -CALCULATED AMOUNT OF MNDOT GRADE 2 COMPOST TO ACHIEVE 8 INCHES OF UNCOMPACTED SOIL DEPTH WITH A MINIMUM ORGANIC CONTENT OF FIVE PERCENT. SOIL AMENDMENT SECTION (NT I mo. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G IN E E RI N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 I SHEET J W IO Z 'Q c / LW r O z J O Cc Z J U Q Ln r LID Z o a W _j J M O MM W _ D (n Z M W Z Z (n U) J~ IL a Z O< z a w( a z 0a o a O Ln Z = U. rn v LL W 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 I SHEET 0 50 100 200 SCALE IN FEET LEGEND: -> >- PROPOSED STORM SEWER -► ► ►- PROPOSED SANITARY SEWER »►►- PROPOSED SANITARY SEWER FORCEMAIN PROPOSED WATERMAIN ■ PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE 04 PROPOSED GATE VALVE J a PROPOSED HYDRANT J EXISTING GATE VALVE C EXISTING HYDRANT -'--I - EXISTING WATERMAIN � EXISTING CATCH BASIN @ EXISTING STORM MANHOLE --> >�I>- EXISTING STORM SEWER O EXISTING SANITARY MANHOLE EXISTING SANITARY SEWER WETLAND LIMITS '1 C$OxAq"*,G 1-0" F UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 10. WATER SERVICES SHALL BE 1" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1" CURB BOX. 11. SEWER SERVICES SHALL BE 6" PVC SOLVENT WELDED AT A SDR 26 AT A MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24" VERTICAL & A 36" HORIZONTAL SEPARATION ARE MAINTANED. 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINSHED GRADE. 14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. SANITARY SEWER FORCEMAIN NOTES: 1. SANITARY SEWER FORCEMAIN COVER DEPTH TO COMPLY WITH CITY OF CHANHASSEN REQUIREMENTS. 2. ALL DIRECTIONALLY DRILLED FORCEMAIN SHALL BE DR11. 3. IN AREAS OF DIRECTIONAL DRILL CONTRACTOR TO VERIFY DEPTH OF EXISTING SMALL UTILITIES 4. (GAS, FIBER OPTIC, TELEPHONE, ETC) EVERY 50' AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS. 5. AIR RELEASE MANHOLES TO BE PROVIDED AS SHOWN IN PLANS. 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER MNDOT TRAFFIC MANUAL STANDARDS. 7. FORCEMAIN CONNECTION TO EXISTING MANHOLE WITHIN LYMAN BOULEVARD ROW SHALL BE WITHIN ONE (1) FOOT OF OUTLET ELEVATION. GROUT EXISTING MH TO PROVIDE SMOOTH FLOW FROM FM TO OUTLET. STORM SEWER NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. e a q... - ----� -r -�- TO+,0'6 11+00 ij00 « I 1122+00 - �'!�`. STC -- 14+00 15+00 CONNECT TO EXISTING L SANITARY SEWER MANHOLE 4 SANITARY SEWER ` FORCEMAIN MAGELLAN PIPELINE CONTRACTOR TO COORDINATE WITH MAGELLAN ON GAS PIPELINE CROSSING , I � 4" SANITARY SEWER II FORCEMAIN-Z? i FORCEMAIN ALONG HWY 101 TO -i BE DIRECTIONALLY BORED TO AVOID SMALL UTILITY CONFLICTS AND HWY 101 DISTURBANCE I , I I t I I i '- !I II I ,I 1 I EX. 12" W/M I EXISTING SIGNAL i PIPELINE REQ�JIRES DEPTH a,CONFIRMATION BY MAGELLA REP. i ,�--EX.i GUARDLIL MATCHILINE GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 im SHEET 18 of 47 J Ln a oQ U-) F_ _ J a J 0 C M � M W V1z j J_ JF_ IL Q Oz O WV) LLJJ a Q ?� a J X Q = Z LU > IL � u O I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 im SHEET 18 of 47 CROSSROADSa --- BOULEVARD,,--1 -POVI PLAN — ----- — — ----- . . ...... .. HE ,_!ala B.I..., 1, E. IV 9 0 7. 5 F. (SW)= 917,22 U- ------- L.(S907 M FI RCI,M P! AN) ria < lbtbo 11+00 I 12+00 IT 3+00 4+00 i " I 4� I N 00 CONNECT TO EXISTING 4" SANITARY SEWER SANITARY SEWER MANHOLE U) FORCEMAIN. Z < < 11 r 0 G - — – CAUTION LILI WBELLAN PIPELINF C/) MAGELLAN W ::) PIPELINE M 0 0 11111141 Im 9+00 z �t to U ) — Co. 00 Ih r1) C14 C14 C'4 C'4 N N 10+00 11+00 AIR RELEASE VALVE MH 3 XISTING SIGNAL - V 0 0 < LO "o C Uj _j C), —MAGELLAN PIPELINE 0. iI iV al EXISTING ELECTRIC, TELE. COMMUNICATIONS, ETC. 00C\jd. ,ItI C14 `j- (N 0) 0) N ('4 Mm 0 Cq M (N N(14 0) LX SSMH — — — — -- — — — — — — — — — — : — — — — -- — — — — — — — —— — — — — — — — -------- (N M STA: 10+00.00 I 00 CD M 920 OFF: 0.00 13+00 ........... 14+00 RIM: 924.84 --- . ............. -- ------ -- - - - --------- ----- ------- 16+00 SNI V7d INV IN: 917!,22 (SW) E 8 EX 8" EX 12" !PVC C900 _L V-36%) INV IN: 907.57 (W)—,-., WAT CROSS, MAINTAIN. 18" VERTICAL--___� WAT CROSS INV IN: 907.59 (S) I i 1577.9'-4" DR111 SEPARATION FROM W/M 910 1 INV IN:907,34 (SW) TICAL MAINTAIN 18" VER r SANITARY SEWER (I qSULATE) A 15+00.66) T AIR RELEAS: VALVE MH !3 ----------------- --- -IUV- OUT: 90&.79 (NE) SEPARATION FROM W/M P I FORCEMAIN STA: 16+06.67 L� (INSULATE) ISTA 10+21.82) (INSULATE) OFF: 0.00 z RIM: 925.56 INVI �'j . a r NV �IN: 907.75 11111141 Im 9+00 z �t to U ) — Co. 00 Ih r1) C14 C14 C'4 C'4 N N 10+00 11+00 AIR RELEASE VALVE MH 3 XISTING SIGNAL - V 0 0 < LO "o C Uj _j C), —MAGELLAN PIPELINE 0. iI iV al EXISTING ELECTRIC, TELE. COMMUNICATIONS, ETC. 00C\jd. ,ItI C14 `j- (N 0) 0) N ('4 Mm 0 Cq M (N N(14 0) cli 0) M N (N M (D LC) N 0) 0) co cD Ln C14 N C14 CDC) CT) 00 CD M 12+00 13+00 ........... 14+00 15+00 16+00 SNI V7d _L V-36%) W IL L a z z 5 IL SEX. GUARDRAIL G&V1137n0G 22+00 X. 12" W/M EX. 3 RCP AC P N NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY 1 PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN — 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT — 1" TYPE "K" COPPER (SEE DETAIL 1006) 0 25 50 100 iiiPMENE1111 SCALE IN FEET 10V"H'G WARNING HIGH-PRESSURE PIPELINE(S) Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From Magellan Pipeline Company. 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MIN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G1 N E E R i N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Cl) BANDIME RK LLI ........... LL0 SNI V7d _L V-36%) W IL L a z 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MIN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G1 N E E R i N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE Date License No. 7 QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: CMW DRAWN: ELL PROJECT NO: 215-0119 VO & 19 SHEET 19 of 47 Cl) LLI LL0 W IL a z z 5 IL z M LO U1 > < 0 LL 0 v) m or ZZ LLI Cf) LLI U) 0 0 < Lj Ld V) Ji a. V) < J F_ 0 U-)< z Z z LL O�) L) LL U) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. 7 QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: CMW DRAWN: ELL PROJECT NO: 215-0119 VO & 19 SHEET 19 of 47 NOTES: 1. THE CONTRACTOR SHALL CONTACT THE WATER DEPARTMENT 24 HOURS PRIOR T PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED ADJUSTING RINGS ARE REQUIRED FOR Al STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTAI CITY OF CHANHASSEN SPECIFICATIONS 8 PLATES. 4. WATERMAIN SHALL BE INSTALLED PER C CHANHASSEN SPECIFICATIONS & DETAIL 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SE (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 0 25 50 100 SCALE IN FEET 11+00 10+00 9+00 me 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com r- '11 I S=0+23 -------- I I : I -1..� j� 3 I \ . \ ; L Y �riONegsi I 15.5 11 (-- -i..._J SEWER AND 0 ANY �' hr / \ S Ok 5 06 I .9p 0 I I \E�,91 �FE_908.3 V R=11.0 I /, \ i \ I I GIB 90b.9_ I I 1 HYDRANT W/ 1 - x / \ / (HDPE) \ \ \� // Lf�120 I i I 6" G.V., 8"x6" TEE, , /^ .L MANHOLE ro \ x0 0°' \ \ I I 9 I 12.0'-6" DIP I I 1 FLANGE EL. 915.3 --S"k8" " r / HYDRANT W/- 6 G.V., % \ a0 Off' 6� \ 1 ! I \STA: 6+29.14:.TEE, \ " / 32.3'-6" DIP 2 LED PER \ \� F' g0 ,,, \ \ 0 v v G .j' T r I \ 2-8 G.V. \ �•� 1 I ! 27.5' BENDJ------- - FLANGE916.6\� f / EL. C�90 & C DETAIL �� v v �� \V .. 3 4 - _ _ v STA: 4+22.29 // / <FFF�gS92 I aoho v BEND / +F_ X91 63 I EX HYD"NT TY OF PLATES. 0 \ \ 6+00 _ _� MH 12 I R 26/ / Op AO \ X22.5' BE i A - o USAN O 4 X00 v v 1>/ ci �c / 1 2. y - Z w - - - - - - r� J i- {( SAN MH 11 - -1 BE' 3�,� \ a / / - - _ ! / - - J \� - 4F5' 1D I II 1 r oQ _ - HYDRANT W / l � � / / -6 8"x6" TEE, t i \ /'\ .� ) 2 5 -;BEND SA Hr"10 �- ---r I I I \ I - I I 6"x8" CROS / 111.25' BENb v / / %' / a , �' i7 / . If___ \ \ ` / ►� A I I 18" G.V. Im �x 1 =6" DI l FLANGE.91.78 / V \ -s i A \ I I I I l 1 16" G.V.z f � / W SAN MH 13 STA / ;oo / , i SAN MW 9 A � � \ \ � I 5=1+72 3 6% I IE=gg4.93 I � H J W / 'A o o� `\ / J (y/UO�u�/=909 \ \ \ \ `' ; 904:56 I CBE -915.6 1 ~ I I CiB 15.1 I 8 I I LFE=909.9 I 1E� I I / I 3 / . S� / / \ I /F` Ox 0 /; % S / Q ,a CONNECT TO / \ \ v / / Y" \ I \ \ 15.8 I CgE 910 g R=10.5 I R=10.5 / eF90) i ., F�911 % \ f x EXISTING 12 Y . 0 J ' \ �. ► /\�K 4'�1 \ R�12• I I / SO, 78 / S\ Z / � PVC C900° e ;% \ < , WATERMAIN r OLn ��..... / / �v \ / 5p'p°u �rL \ J L h \ / \ Ce 90S / (F Fig 86 , 12..x8" RED. %o / i 11 25' BEND / �. HYDRANT WI- v v r / / - _ _ J oo _ _ -- �� \�' v / / / / / R�2.9116 5 / / / 6 ' G.V., 8"x6", TEE, //• \0x,00 i..• ,f' \ �' // / S 3 // / 'FLANGE 1EL6 9141 / / ^i %�� _ 2+15 / p / / 8/ / / S� / �2x STA: 1+09.97 Fig 00 / is ONTRACTOF�a / ,/, 0 CONFIRM EX.� C� // / eF�9421 / f STUB LOCATION SAN MH\ 8 " / // F�9p948 / \ / o 941 ROAD A 950 i 950 - . .......... ..-- - .--- - - -- (I I AIR' RELEASE V LVE MH 2 I I I I 940 - _---_0-sOFrdA} RIM923.98 , ' - �--.I -- _- �...._...._ .:.--112+76.O3O.xL594 MH 7 I-------- ISTA:11+00 7 I I I I ;OFF: 0.00 i I EXTERNAL DROP t ! i I I I I 930 1 RIM: 923.3 3 ! I I iINV IN: 892.89 (N) MH 8 I MH � I � MH 1 1 � STA: 4+3 MH 12 .74 STA: ---_ I ! w I ! j � 930 -- _-- \ INV OUT: S --------._ -.. �) 3 ! __STA:_6+20.24 - Q - -. ..- - ._ ._ ..I -- .111 - - ........... - ' OFF: 0.00 .__._... _ ! ------ -- -.._.._.- .. i MH 13 -� \! RI 91$ 80 RIM: 916 68 I INV IN: 894.48 (N) ' OFF:10.008.73 I INV N:8 6.58 E INV NO 02.b O 3 (E) I OFF: 0.00 25 j \ INV IN: 893.59 (N) I �� INV OUT: 894.38 S) ' RIM: 915.51 INV ( INV IN:8%.58 (N) INV OUT 90 .93 (W) - ! --- RIM: 914.6¢ 92 \ I INV OU :893.49 (S)I/' t `I IN: 895.28 (NE) INV IN:9C�6.48 (S) - INV OU 05 W I T. 903 1. ! 920 �_� . - ----- ! - I i I - -- - I - INV--OUT-.895.18-(S _ (S }-- -' � - �- INV --OUT. $96.48 (SW) _ / r - - r -- - ---� ,- --. ---� -_ _ _ - - i ----._ _ ........ I 'ARY I \ ( \ j ; EXISTING GROUNDI 17 MIN. COVER I i 7.5' MIN. 189 4" SANITARY \NI - - -_ I 7.5' MIN. I FINISHED GRADE g1 OiCEw1AIN j _---I-----� \ FINISHED GRAPE EWER; -r...----....- FORCEMAIN • I I - I I J 910 ; Ci= fttSEF2--�-- -�-_I �ISR I I 1965.8'-8" I C900 PVC I i J I I - " 900 i I ......... I WATRMA I ...... - ._...... I E .:. ISTING GR ND U 205. 0' 35 of 8 P vc @ Or I-....._._ 1965.8'-8 9 -WAOTERMAIN I !01 ®6 0 % I j 239.5' of RMAIN TO SDR 35 ®' �" PVC 0 50% i i 139.6 0 8' PVC LOWER WAT 157.0 of I8' PVC I SOR 35 i I I I ; I I 890f 6' --- 0-b-.50% ® PVC 10.50% i 120.6'. of 8" PVC SDR 35 ®0 50% „ MAINTAIN 18 7 SDR 35 C$ 0 50% -..890 ,------_ _ -SDR-._.�5....c�__0.50 ._.�..-. __ -� - - .----- L WER -DIP--....WAT€R - FROM r SEPARATION FREj3M VERTICAL - -STORM _. STORM - ----- ------ _....�. I 1 -- I ---- --- . _._ r -----._ I I _ - - ; - i._ i I -.. i... '- _• --- ' - r , SERVICE FOR LOT 11, LOWER WATERMAIN TO BLOCK 1 TO AVOID ! S EWER (INSUL' TE) (7.6' i ! I i MAINTAIN 1$' VERTICAL 1 SEPARATION F OM STORM ! CONFLICT W/ STORM I SEWER (18" MIN. i COVER AT STA 5+69.13) I i I 880 SEWER (INSULATE) (8.9' j T SEPARATION) ;INSULATE) l...............- =--- . _Q_VEB.. A _.-...57... 9t4.-9.0) + ............. ------ - -._ Y _ I II - --- ........ -- - - --- - - - ... 880 - 1 .-.--.- - -- I I I I I i i I 1 I I I I I i ( ! I I i I QNL� I I 9870870 �' ---...- i I o+oaf I� 860 I. 860 p) O ro to 17 Ln O LO OO ro 00 � O O m r- � L O to co N O M C14 N Mr` 0) to � � L l) Il- rN co O M r7 to r7 O .- N 6j I'') r1] 06 O r 't C6 cp N 06 m (6 O ^j O LD O to O L6 V) O O 4 O O 6 LO ON p O O N O ui N m N '- 17 ri O) 6) m O m p ) O) ) ON) ) 11+00 10+00 9+00 me 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/ CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 ' SHEET 20 of 47 J_ M a a CL a w oQ un IO _J z ~ m oCn Im a Z w Z N W J H J W Op w V) d 0= J H x o z a z z OLn rn U LL Cl) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/ CONTROL BY DATE DATE ISSUE 6-28-16 ICITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 ' SHEET 20 of 47 NOTES: 1 THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 Z 0 25 50 100 SCALE IN FEET 950 940 930 920 910 [OW]IIII] 890 ::E _� Alk W I I / f \ a z \� / S=1+28 I 5=2+08 ��\\ \� / /r/ �\\ l� / \�� \ IE=889.78 IE=896.45 g 0 D / _ I CBE=901.4 CBE=907.0 vvvy / / ; V A o- _ z - I I \ \ / // % / \ \ ' z I LFE=898 5 LFE4.4 \ \ / / / w / .?l / R=7 0` ` \ _�0 HYDRANT W/ z I I - I N6- �V., $"x6" TES,v' I 10.5'-6" DIP D I I i I p \\ \ I z I I i i FLANGE EL 905.1 I HYDRANT W/ ��`\`\ `�----- GONYEA -j STA: 4+91.37 HYDRANT W/ / �2 -.� I I 6" G.V., 8"x6" TEE, F - - - - I I �I I „ o / / HOMES & REMODELINGS 6" G.V., 8"x6" TEE, / `zo I 22.5' BEND at I -- --- FLANGE 1-692DI6 , o / / 21.3'-6" DIP �� q _ - � L - - - - - 5' IBE D - _ / / % J / 1000 BOONE AVE N, SUITE 400 END 1. FL EL 1 NF F - ,STA: 12+49.34 GOLDEN VALLEY, MN 55427 FLANGE EL. 896.5 /, �-� - - � / / / �._.., � STA: 17+79.89 v, / / 1' W I I OFFICE: 763-432-4500 or I IFAX: 763-432-4501 /. A ROAD A 73 a"x8� `rEE,._.. I I ry L 2-8 G.V. p - II 22.5/BEND. O - )- _ / 11.25' BEND I h /�� - - - - - - - - SAN MH 4 Op _ - SAM Fj 8 _SAKI MH I I - 7 x .2*- I � J , 1 IN ✓\ \ 1 1SAN rte\ Op - m SAN 2\\ -, I N - / _ A E N LNI A N I �1iYDRANT W/ \ \ 3 I ( O / �'��.' � S� 6 G. 8'x6" TEE, \ F' S /� ��' n / '� � r I I V �-�' l �/ / [ � l � l � t i � � - I 1v 1 _ 1 233 Park Ave S, Ste 300 9.7'-6" DIP a° \ N 0 cYr I I I IE=889 21 I IE=894.41- _r I 1E�96i 2 / / S� l / - ,; l / \ FLANGEEL. 897.6 11.25', BEND / tij 0 C CBE=899.6 I CBE=904.8 I Cec- 7/ / /£,0 24 / / /1 �u Minneapolis, MN 55415 STA: 20+05.55 /' I / / �\ �O �0�O0°��o,� � I j , � � LFE=895.3 I LFE=901.1 I CFE,97 /?a..3 / l Ce 9p8 2/ ; / / / 00 / AIR :RELEASE 7 - � - - - 612.758.3080 MAIN y: -im \\\` a m I W 0 % / 4.e- /E.6 % / S,9 / / VAL / / SANT MH 7 612.758.3099 FAx O \ I 13 . / R 9 5 3 /2, 01 0S / �.. MH : 2 / I 81' WAT STUN ' / ^ / / ` I / / g / / 2, 2 ! www.alliant-inc.com ' 55 / I 1 r e / xv W/ PLUG pp // / ry oh��L v / tF 923 / r -H 1 I I C / \ I O / / l R� 9178 / jE fly / r / 8` G.V. O / ` x�h,�� / ca�� I• \ I I I / / / / �2z0. / / cef9�3O9 / / o / `\ q0 00 coi > / °ati \ I I I I / / / / l l CF X923 / S, / -n to � r0 �o� R 2'918.36 / IE,-, / LV 2701LL l / Cg29j�21 ( J SANITARY /SEWER IMH STA: 20+00.68 LIFT STATION (OFF: 0.00 11 (SEE D TAILS) ... RIM: 897 49 ----- ------STA; -20+2o.69---.-.-. ,- ---- . -----------r .--...--- `-AIR RELEASE VALVE MH 1 °° J I I I //�2o, 2 m � l I 171 O cc i ------J �_-------J-------J L_ 1 ----- -/ L V/ INV IN.883.0 (NW) 923.98 SAN MH 1 -------------------- ----- WL \ J 2 STA:11+00. ,OFF: -- SANITARY SEWER \ _ 0.00 Z -- , LIFT STATION - I, 1 Q SEE SHEETS 29 & 30 Mz NV_ OUT: 89 INV IN:883.5P(NW) r 7 Q I - OFF:. -,270011_- ......... ...... FINISHED GRADE ! RIM: 8 7.45 7.5' MIN. -r EXISTING GROUND' ---- --. . -- -- . 1890.7 4" SANITARY, SEWER FORCEMAIN 1 I i167.8' of 8" I PVC 1965/8 8'-8" iSDR 35 0 050% conn ova 35 0 1 5.1;' MIN. COYER 154.5' of 8" PVC SDR 35 9 0.50% OAD A STA: 14+22.88 STA: 13+25.64 OFF: 0.00 OFA: 0.00 RIM 909.76 RIM 916.57 INV IN: 890.198 (N) INV IN: 891V (N) [NV. INV OUT: 891 47 (S) ._- _ OUT: 890188 S) ------ ---- 1 i y/ FINIS -IED GRADE�- I MH 3; STA: 10+75.39 / OFF: 0100 y/ 17' MIN. RIM: 86.02 INV IN:885.71 (N) / I - , ,COVER INV OUT. 885.61 C�) 1 I ----- --90.8 of 8" PVC SDR$ of 8' 5 ® 2.05%PVC SOR 35 ©0.50% 3, 1 j j I LOWER WATERMAIN TO I 'STORM ISS MAINTAIN 18"' VERTICAL j SEPARA( ION. ROM STORM SEWER (INSULATE) (9.6 1 COVER AT SIA 15+81.37)1 EXTERNALS DROP I MH 6 STA: 12+21.12 OFF: 0.00 RIM: 22.69 INV IN:89219 (N) INV IN: 902.9 (W) NV OUT:892.i09 (S) 7.5' MIN. AIRI RELEASE VALVE MH 2 O F: 0.00 -.-.- -OF :..-27.00ERIM: INV IN.883.0 (NW) 923.98 MH 2 STA:11+00. ,OFF: RIM:898.00 0.00 oQ INV OUT: 88,180 (SE) I, 1 I STA 18+32.45 NV_ OUT: 89 INV IN:883.5P(NW) m Q I Z I OFF RIM: 0.00 89&.65 INV OUT: 890.0 (NE) w Z AIR R�LEASE VALVE STA: 19+75.00 MH 1 ( I INV IN: 884.84 - OFF:. -,270011_- ......... ...... FINISHED GRADE ! RIM: 8 7.45 7.5' MIN. -r EXISTING GROUND' ---- --. . -- -- . 1890.7 4" SANITARY, SEWER FORCEMAIN 1 I i167.8' of 8" I PVC 1965/8 8'-8" iSDR 35 0 050% conn ova 35 0 1 5.1;' MIN. COYER 154.5' of 8" PVC SDR 35 9 0.50% OAD A STA: 14+22.88 STA: 13+25.64 OFF: 0.00 OFA: 0.00 RIM 909.76 RIM 916.57 INV IN: 890.198 (N) INV IN: 891V (N) [NV. INV OUT: 891 47 (S) ._- _ OUT: 890188 S) ------ ---- 1 i y/ FINIS -IED GRADE�- I MH 3; STA: 10+75.39 / OFF: 0100 y/ 17' MIN. RIM: 86.02 INV IN:885.71 (N) / I - , ,COVER INV OUT. 885.61 C�) 1 I ----- --90.8 of 8" PVC SDR$ of 8' 5 ® 2.05%PVC SOR 35 ©0.50% 3, 1 j j I LOWER WATERMAIN TO I 'STORM ISS MAINTAIN 18"' VERTICAL j SEPARA( ION. ROM STORM SEWER (INSULATE) (9.6 1 COVER AT SIA 15+81.37)1 EXTERNALS DROP I MH 6 STA: 12+21.12 OFF: 0.00 RIM: 22.69 INV IN:89219 (N) INV IN: 902.9 (W) NV OUT:892.i09 (S) 7.5' MIN. AIRI RELEASE VALVE MH 2 STA:11+63.85 M -.-.- -OF :..-27.00ERIM: a 923.98 QMH 7 Ln STA:11+00. ,OFF: Co 0.00 oQ RIM: 923.33 I, 1 IINV IN: 892. 940 NV_ OUT: 89 o m Q CO O Z Q H INV OU' -:893.49 (S) / 920 0 Z w Z Z cc LU -- - / LL rn V' 6� LL 930 1890.7'-4" SANITARY CE R 950 0 M w N a >_ OFF:0.do Ln a H Co 0) oQ Ln r Oi D 940 m o m Q CO O Z Q H INV OU' -:893.49 (S) / 920 0 Z w Z Z cc LU -- - / LL rn V' 6� LL 930 JH z J W cn rq 0)O U) 1 IND, STA: 9+179.53 ( 0 Q w N a >_ OFF:0.do 0 w Co 0) cc RIM: 91.80 r Oi CoN Q _J Q INV IN: 893.59 (N)F_ CD 00 CO O Z Q H INV OU' -:893.49 (S) / 920 0 Ln a Z Q -- - / LL rn V' 6� LL cn Kl n to Co Ln O rq 0)O U) 1 IND, 1 hereby certify that this plan, specification, or report was 1 0 prepared by me or under my ._ direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA 900 157.0 of 8 of 8" PVC 120.4 of 8 PVC 120.6 of 8" PVC SDR 35 0890 - + _.--..... .�. - SDR.:_5 (�D._0.-50% , 35 ® 0.50% SDR. 35 ®0.50% _.. ..... LOWER WATERMAIN TOJ jI MAINTAIN 1$" VERTICAL SEPARATION FROM STORM 1 SEWER (INSULATE) (8.9' 880 --- - ...-.- i 4OVER AT STNS -9154 94.) . ...--- 1....... _...... .... I 104 a I � W�e i 870 No + LN +� y MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/ CONTROL BY DATE DATE ISSUE PROJECT r7 CO i1') d' O I860 O � Co 0) NO: 215-0119 r Oi CoN M O> d O M N 0, CD 00 CO O Map 9+00 N CO •- CD a0 W c0 07 W r7 r7 V' 6� O M Kl n to Co Ln O rq 0)O U) N aJ d. N U-) r CO O O O d. O O CO O M 4 h M M N O n Co N r7) CP CO p O p O O 0) CDO 00 Co Oi O co a0 00 Co a0 0P - 3 - O6� - - O N O� N 0 0)N O N m O O 0 00 M 00 00 00 0p Co 0 M 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/ CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA i DESIGNED: MPR I860 DRAWN: ELL PROJECT NO: 215-0119 �CO M N 0 Ol 0) 21 SHEET 21 of 47 9+00 NOTES - 1 . THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 i ,2 _ ��20.a3 0 25 50 SCALE IN 100 FEET \\ X J S=0+82 zoo IE=912.83 l CBE=925.6 A / LFE=918.0 oLin R=6' �\ �`_wL- ; • -- L ---- 0 25 50 SCALE IN 100 FEET S=0+7 � IE=899.49 � • i \ \ CBE=910.8 0 \ LFE=904.0 o4;q s \ \V V 'yA i L '/�� p 3 r0 \ \ C V ✓ y \ ► \ 8"X8" TEE, � �� y Y \ \ 2-8_ G.V. - \.5 B NO 01 I / \ _ ANfi W %C ►\ r \ 11 5.0'�-6 DIP FLANGE I I \ \ ° °°�• OAD C EL. 910.6 STA:' 2+00.56 ^ I I SAN MH 16 p / o ; (d -_ MH 17 _ ° �MH14�\ (. SAN MH 15 ��05 / •3 _- 6� I w �• a O ISAN MH 11 �\ rnW mtW l I 3 ----_- 11.25' BEND 45' BEND �6 A* _CROSS S=0+85 11.25' BEND 11.25' B�ND I I m IE=912.89 8�' iG.V. I I5-0+20 - t�I y HYDRANT W/ 6' G.V. I ' CBE=926.7 FLANGE EL. 926.2 w 6�iG.V. I - c3�0a Z i� -�- I IE=9d'198 LFE=914.0 i -- I I 2 jNV STA: 2+04.74 I I I CBE=912.4 I I \G6E�g06' / / L----- I LFE=906.7 I I LFE --------._ O; I I R=4.5' F-------------- _ L _: I r _ -- I PRIVATE 'DRIVE B ! ROAD C 9_50 I 950 950 ( 950 - --- - ----- ....... EXTERNAL DROP MH 11 ' STA' 4+38.74 i OFF- 0.00 940 940 94 0 - - - - -..t.- --- ---�--9- 40.36 _- ---- - _ INVIN89 I 1 MH 17 EXTERNAL DROP INV IN: 896.58 (N) STX : 2+13.03 I MH 11 INV IN: 906.48 (S) I STA. 4+38.74 OF :0.42R INV OUT:896.48 (SW) EXISTING GROUND ( OFF: 0.00 930 Rlt� 925.90 --- INV IN 8966 .58 (9E3)0 930) - j-- f 930 RIM: 916.3 INl:309:0 - INISHED-GRADE_.-------- -- - - MH 1_-4 _ MH 16 i STA 1+18.2 INV IN 896.58 (N) STA: 0+77.20 ! INV IN: 906.48 (S) ! Of F:0.00 ! OFF 0.30R 1 MH 15 INV OUT 890.48 (SW) RIM 913.25 RIM 919 76 STA;1+86 56 920 1 7.5' MIN INV IN:90717 (S) 920 920 INV IN:897�06 (N) OFF: 0.00 920 -i --- - COVER INV OUT 96Oi (N) I - -..__. CNV OU�89696...-.(S) . --_._.RtM:910:25 --I i..--- - I I INV OUT:07.60 (S) FINIS ED GRADE 91 O ; SANITARY( 91 0 910 I STORM i 7.5 IN. 9 - - - - - FORCEMAI.... - - CROSS - GOVR- .__. I _�-.-_ .-.-. - - 10 CROSS I i 1 I i SERVICE ;RISER 94.4' of 8" pVC WAT C OSS SDR 35 118.2' of E' PVC -- (TYP.) i ®2 00% SDR 35 ®;0.50% gQQ 204 5'-6' 20 Oj DIP 900 900 ---- - C9001 PVC -- _._.-.-. ------ -. 4 -. _ ..-._ . EXISTING 900 EXTERNAL DIP DROP � ; STIN D WATE MAIN PER CITY STANDARD PLATE #2103 ! 76.8' of 8" PVC 20 .-8" I SDR 6' 35 ® 0.50 C900 PVC I 109.4' of 8" PVC WA ERMAIN SDR 35 0 0.50% 890 I 890 890 LOWER WATERMIAIN TO I 890 -.._.-_. -._- - - - _. - .... ; - -.- --- � __-----fdAl, MAINTAIN- -VERTICAL SEPARATION FROM ;STORM ]SERVICE RISER LOWER WATERMAIN TO SEWER (INSULATE) (8.7' Tom') MAINTAIN 118" TI SEPARATION FROM STORM ! COVER AT STA 0+14.45) j SEWER (INSULATE) (8.q' I 1 COVER AT!STA 1+112$)880 880 880 8_8. 0 _...-.. .-- ...._-.- - _-------- .. .. - -- - 870 - .- 8/0 870 � 870 ........... - .._. .......-- OR GO 860 860 860 ( 860 O O 000 h O pOj M to N c0 O m O to hO O 0 r tD O t0 ON O m O O m Mai 00 p) 00 0) co 1 p� 2+00 1+00 0+00 0+00 1+00 2+00 /% \\ X J a l 'n Lr) S=0+7 � IE=899.49 � • i \ \ CBE=910.8 0 \ LFE=904.0 o4;q s \ \V V 'yA i L '/�� p 3 r0 \ \ C V ✓ y \ ► \ 8"X8" TEE, � �� y Y \ \ 2-8_ G.V. - \.5 B NO 01 I / \ _ ANfi W %C ►\ r \ 11 5.0'�-6 DIP FLANGE I I \ \ ° °°�• OAD C EL. 910.6 STA:' 2+00.56 ^ I I SAN MH 16 p / o ; (d -_ MH 17 _ ° �MH14�\ (. SAN MH 15 ��05 / •3 _- 6� I w �• a O ISAN MH 11 �\ rnW mtW l I 3 ----_- 11.25' BEND 45' BEND �6 A* _CROSS S=0+85 11.25' BEND 11.25' B�ND I I m IE=912.89 8�' iG.V. I I5-0+20 - t�I y HYDRANT W/ 6' G.V. I ' CBE=926.7 FLANGE EL. 926.2 w 6�iG.V. I - c3�0a Z i� -�- I IE=9d'198 LFE=914.0 i -- I I 2 jNV STA: 2+04.74 I I I CBE=912.4 I I \G6E�g06' / / L----- I LFE=906.7 I I LFE --------._ O; I I R=4.5' F-------------- _ L _: I r _ -- I PRIVATE 'DRIVE B ! ROAD C 9_50 I 950 950 ( 950 - --- - ----- ....... EXTERNAL DROP MH 11 ' STA' 4+38.74 i OFF- 0.00 940 940 94 0 - - - - -..t.- --- ---�--9- 40.36 _- ---- - _ INVIN89 I 1 MH 17 EXTERNAL DROP INV IN: 896.58 (N) STX : 2+13.03 I MH 11 INV IN: 906.48 (S) I STA. 4+38.74 OF :0.42R INV OUT:896.48 (SW) EXISTING GROUND ( OFF: 0.00 930 Rlt� 925.90 --- INV IN 8966 .58 (9E3)0 930) - j-- f 930 RIM: 916.3 INl:309:0 - INISHED-GRADE_.-------- -- - - MH 1_-4 _ MH 16 i STA 1+18.2 INV IN 896.58 (N) STA: 0+77.20 ! INV IN: 906.48 (S) ! Of F:0.00 ! OFF 0.30R 1 MH 15 INV OUT 890.48 (SW) RIM 913.25 RIM 919 76 STA;1+86 56 920 1 7.5' MIN INV IN:90717 (S) 920 920 INV IN:897�06 (N) OFF: 0.00 920 -i --- - COVER INV OUT 96Oi (N) I - -..__. CNV OU�89696...-.(S) . --_._.RtM:910:25 --I i..--- - I I INV OUT:07.60 (S) FINIS ED GRADE 91 O ; SANITARY( 91 0 910 I STORM i 7.5 IN. 9 - - - - - FORCEMAI.... - - CROSS - GOVR- .__. I _�-.-_ .-.-. - - 10 CROSS I i 1 I i SERVICE ;RISER 94.4' of 8" pVC WAT C OSS SDR 35 118.2' of E' PVC -- (TYP.) i ®2 00% SDR 35 ®;0.50% gQQ 204 5'-6' 20 Oj DIP 900 900 ---- - C9001 PVC -- _._.-.-. ------ -. 4 -. _ ..-._ . EXISTING 900 EXTERNAL DIP DROP � ; STIN D WATE MAIN PER CITY STANDARD PLATE #2103 ! 76.8' of 8" PVC 20 .-8" I SDR 6' 35 ® 0.50 C900 PVC I 109.4' of 8" PVC WA ERMAIN SDR 35 0 0.50% 890 I 890 890 LOWER WATERMIAIN TO I 890 -.._.-_. -._- - - - _. - .... ; - -.- --- � __-----fdAl, MAINTAIN- -VERTICAL SEPARATION FROM ;STORM ]SERVICE RISER LOWER WATERMAIN TO SEWER (INSULATE) (8.7' Tom') MAINTAIN 118" TI SEPARATION FROM STORM ! COVER AT STA 0+14.45) j SEWER (INSULATE) (8.q' I 1 COVER AT!STA 1+112$)880 880 880 8_8. 0 _...-.. .-- ...._-.- - _-------- .. .. - -- - 870 - .- 8/0 870 � 870 ........... - .._. .......-- OR GO 860 860 860 ( 860 O O 000 h O pOj M to N c0 O m O to hO O 0 r tD O t0 ON O m O O m Mai 00 p) 00 0) co 1 p� 2+00 1+00 0+00 0+00 1+00 2+00 /% J J H GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 I�N ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com W J LLO CL a CL Z w I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 W -A SHEET 22 of 47 J H 'n Lr) o Q J~Z mo a m z LLJ Z N cc W J Z 0 a_ - JH CWn p w � a cc O �= Z a LL o U LL Vi I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 W -A SHEET 22 of 47 HYDRANT Wx 6" G.V., 8"x6" RED, 8.9'-6" DIP FLANGE EL. 917.4 STA: 4+59.84 O NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 i\ GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G IN E E RI N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G IN E E RI N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RALISCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 23 SHEET 23 of 47 W J_ LL 0 a 0 z z CL z R 2 LL! Ln J ~ Z M � M Q z Z LLQ a_H Z_ O _ Q LLI in O wN O a � X "= a F- 0 Z ZQ �= LL rn U LL fA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RALISCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 23 SHEET 23 of 47 NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE B618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING 10 27" DIA R-4342 20 27" DIA R-4342 11 48" DIA R -3067-V 21A 48" DIA R -3067-V 12 60" DIA R -3067-V 21B 48" DIA R -3067-V 15 48" DIA R -3067-V 22 24"x36" R -3067-V 16 24"x36" R -3067-V 23 48" DIA R -3067-V 17 48" DIA,R-3067-VI 24 48" DIA R-1642 18 60" DIAIR-3067-VI II I NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. N 0 25 50 100 SCALE IN FEET 31 950' 940 r, \ y oNNaw START 1O'\ TRANSITION FES 25 �� A A\ / '' 1 I 8 I \ TO SURMOUNTABLE \ CURB' & GUTTER \ 9 i l l i 1� STA: -4+85.67 ,MH 24s ,. 1 � I 5' SIDEWALK 1 11 f - - J -CBMH 12 - - 4--7- it \ \ I \ is 5+00 if +00 \ V - • r r V r - ' � \ + / < CBMfF' 23 ,* o / I 1=.. ;I L EE INTERSECTION 1 / , / ► �\ ' "` I I DESTAILS (SHEET 28) I 1 PC: I / \ I CBMH\ 22 \ \ R-250.0 CBMH -21A� / CB 10 I / CBMH 21B\1/-\1 L L=91.58 A=17'29'24„ / Tzo2+1.5 N R=300.00 / O CB' 20 _va 3 o�p A i �M/ > 1 /R I 4vv� 3 sl TSI i n,- �oo;�>,<Y ROAD A I ! !LOW PT STA: 9+15.00 LOW PT STA: 5+69.13 LOW PT ELEV: 917.51 j I LOW PT ELEV: 914.88 1 PVI STA: 9+160.00 PVI STA:115+50 00 PVI ELEV 917.90 i I ; PVI ELEV:914 67 I K:28.4�/ K:4.15 I LVC:90.0 LVC: 0.45 cOn 'I: OLO OI I CNrn 70,0ift I CBMH 21B I 930 !//� --STA-.9_-1=66_8 ! --- OFF:-15.50L \\ IM: 917.78 ti\ IN IN:9``10.85 (SE) UT:9)0.75 (NW) OL 4. 0j7 9 92 0 910 39.11 of 1: C 5 > I CBMH 23 Minneapolis, MN 55415 M CQMH 21A ! STA: 8+54.31 O STA: 9+43.41 OFF: 15.50R www.alliant-inc.com OrIF:15.5OR INV IN: 905.07 RI:916.33 \ - RI .317x25. -7NN IN 911 93 .�... -. . ------ IN/ IN / IN: 910.55 (SE) INV IN: 909.79 I(S) + IN I OUT: 910.4 (N) INV OCB: (W) / 22 II I STA: 8+3.98 a 880 i OFF 15 OL LnC _ _ -- RIM: 9161 STA: 1+91 05 OFF 0.00 '-- _... 0. a \ INV OUT p12.19 (W) - - ------------ 91-6- RIM: INV OUT: - 0 11.05 (NW) - -----\ -- RIM: 902.00 ----- - CBMH 216 I\ If V IN: 896.01 I(E) __94..1...._ af _..---........ .._ J If V OUT:895.0 (W) CL Sbq 37 of 157RCP - CL + . ® 10.70% GRADE '4 11 if i d srq %. 70 R� / q ' G GONYEA �c6 �� Tq,:x�Ac(✓�q LL pN / RETAINING I poNo ;'� / r�` �� HOMES & REMODELINGS v 1000 BOONE AVE N, SUITE 400 / I 10' BITUMINOUS TAIL % / � > >, / ) I / GOLDEN VALLEY, MN 55427 aj � z OFFICE: 763-432-4500 FAX: 763-4324501 _ •o ' \� 9(/r �` l STT 10' TRANSITION! / TO SURMOUNTABLE CURB & GUT7ER STA: 0+66.11 CBMH 18ff 1 100 i,� FES 19 \ /cbALLIANT SJ % •�, 00�q I 4=30'18'45" ^/\� /! ,Q`��o CBMH 17-7 V0 {, P E N G N N E E R I G 4 I f2-300. OT /j // ��1 A*` SURMOUNTABLE / / CURB & GUTTER )Y(o /f / PRIVATE DRIVE CB 16 j < / �C / /START 10' TRANSITION / ;l � TO SURMOUNTABLE CURB & GUTTER / / / k 61 STA: 0+71.65 / 1 � r i HIGH PT STA: 3+15.00 HIGH PT ELEV: 917.45 i PVI STA 13+00.00 __PVI ELE ..917.75 ......-. '. - .. ._ _------ - - -- I CBMH 121 ; !STA: 5+69.13] OFF: 15.50R I RIM: 914.231 ; INV IN I 909.83 SE I V OUT -909.33 --(NE-) - -- ------- ---- --- ---- .----- 1------ 0.65% -1.607 7FINISHED GRAPE 1 -_ -Z - -= -CC=3 ( 0.74% - I f EXISTING GRQUNID � CBMH 1 /� 6' PED RA�[P7, ' Minneapolis, MN 55415 GONYEA �c6 �� Tq,:x�Ac(✓�q LL pN / RETAINING I poNo ;'� / r�` �� HOMES & REMODELINGS v 1000 BOONE AVE N, SUITE 400 / I 10' BITUMINOUS TAIL % / � > >, / ) I / GOLDEN VALLEY, MN 55427 aj � z OFFICE: 763-432-4500 FAX: 763-4324501 _ •o ' \� 9(/r �` l STT 10' TRANSITION! / TO SURMOUNTABLE CURB & GUT7ER STA: 0+66.11 CBMH 18ff 1 100 i,� FES 19 \ /cbALLIANT SJ % •�, 00�q I 4=30'18'45" ^/\� /! ,Q`��o CBMH 17-7 V0 {, P E N G N N E E R I G 4 I f2-300. OT /j // ��1 A*` SURMOUNTABLE / / CURB & GUTTER )Y(o /f / PRIVATE DRIVE CB 16 j < / �C / /START 10' TRANSITION / ;l � TO SURMOUNTABLE CURB & GUTTER / / / k 61 STA: 0+71.65 / 1 � r i HIGH PT STA: 3+15.00 HIGH PT ELEV: 917.45 i PVI STA 13+00.00 __PVI ELE ..917.75 ......-. '. - .. ._ _------ - - -- I CBMH 121 ; !STA: 5+69.13] OFF: 15.50R I RIM: 914.231 ; INV IN I 909.83 SE I V OUT -909.33 --(NE-) - -- ------- ---- --- ---- .----- 1------ 0.65% -1.607 7FINISHED GRAPE 1 -_ -Z - -= -CC=3 ( 0.74% - I f EXISTING GRQUNID O o N � CBMH 1 /� 6' PED RA�[P7, ' Minneapolis, MN 55415 O 612.758.3080 MAIN n O - O )0) www.alliant-inc.com 0) INV IN: 905.07 (N) \ GR01(1ND (SW) (n INV OU T 905 07 E 20 1. DO% \EXISTING i i� f li i 4 i ` a r �5 SETA: 0+60.86 I MH 24 880 FINISHED GRADE OFF: 0.00 STA: 1+91 05 OFF 0.00 '-- _... --- - - ------------ 91-6- RIM: INV OUT: - 0 11.05 (NW) - -----\ -- RIM: 902.00 ----- - CBMH 216 If V IN: 896.01 I(E) --'-EXISTING GROUND If V OUT:895.0 (W) SANITARY - �' 'fp y0A'Fp 870 FORCEMAIN of �S FES 25 - - + ;.. CROSS _----- --, .-......... " - 0.9 of 15 CP --- -®9 w >>9 STA. r R+14.16 CL -5 ®0.40 °{. " j OFF: �K7j .00 i RIM: 98.09 1 23.1' of 24" RCP INV Ij1:895.00 CL -31 ® 0.25% 860 i I � 0) n Uj 79 i O O Ln U-) a7 M O a7 m N) cD 0) M0) N 6 n 0)� 0)0 aj O 0)0 r d �0) 6 � 6 cu) 0)� O r- uij 0)0) �0)0 n 11+00 10+00 9+00 8+00 7+00 O o N � CBMH 1 /� 6' PED RA�[P7, ' Minneapolis, MN 55415 O 612.758.3080 MAIN n O - O )0) www.alliant-inc.com 0) I I cnw � CBMH 1 /� 6' PED RA�[P7, ' Minneapolis, MN 55415 r uJ ^ nr^ u7 612.758.3080 MAIN nn - OFF: 18.40R DETAILS (SHEET 28) cD N In O d) n N N .-- RIM: 915,85 www.alliant-inc.com I INV IN: 905.07 (N) a INV IN 908.28 (SW) (n INV OU T 905 07 E 1. DO% 5+00 LVC 0.00 . Ib I CBMH 118 STA 1+8712 CBMH 17 1 OFF 15 50R 974'8.5 -_-_ STA: 0+8661-1 ----- -- i----- ------ L ----RIM..- IIIV IN:90418 (W)OFF:15.5OR I V IN: 907.96 (E) j RIM: 912.83; 1 INV IIJ:908.67 (S)' INVUT 90417 E O -- (H) INV OU' -:908.57 (W)) / I 2.00q, \� FINISHED GRADE tBMH 11 i j CB STA:5+69.13 T STA:1+60. OFF -'-15.50L OFF: O. RIM 914.23 RIM: 915. INV IN: 91-Ct48.-(SE) INV OUT:911.80 (N )NV OUT: 9998 (NW) FINISHED GRADE CBMH 12 I j 1 }gam a 12'/- --- ---- . -.-. -- 31.0' Of 18" RCP -H6PE 01-10% CL -5 ® 0-50% SANITARY FORCEMAIN EXITING GROUN 1 CROSS ----------- --- L ----------- WAT CROS SAN CROSS` I Cd XNm 55.3' of 2711 RCP J N cca /dry►' L 1 950 W �_ J 4 U G M< W R GO C'�a LO "' (� Q 940 JC/)m O if LL1 M o c CB 16 Zz (� STA: 0+71.65 ! OFF: -15.50L j 1 3 0 0 I RM:912.54 9 0 Q Z Z 84 () i- J Q a( 00 w V) a F- cn W N< J W -4 = Q II 920 0 � a Z F- LU I U. rn U LL U) w I EXISTING GROUND. I hereby certify that this plan, I specification, or report was prepared by me or under my 910 ,__,_____ direct supervision and that I - ... i___._._..-.__._....._..-.. am a duly Licensed _34.2 of 12" RCPT j PROFESSIONAL ENGINEER under -_CL- @ 0.50% the laws of the State of MINNESOTA I ! 900 MARK RAUSCH, PE I I I Date License No. QUALITY ASSURANCE/CONTROL a �EXI�TING GROUND BY DATE DATE ISSUE -INISHED GRADE11 880 __.-__.i _____ ___�. _.___- ...-... FEST 19 STA: 0+65.29 OFF 0.00 RIM: 907.36 INV! IN: 904.00 ($W)870 nLncD 233 Park Ave S, Ste 300 /� 6' PED RA�[P7, ' Minneapolis, MN 55415 r uJ ^ nr^ u7 612.758.3080 MAIN SEE' INTERSECTION 612.758.3099 FAX DETAILS (SHEET 28) cD N In O d) n N N .-- 0� www.alliant-inc.com / OQ 0) 0)0) 0� o, 0)M 0)m �a DED RIAMP b / (n <, vG W J U. O i� f li i 4 i ` a r �5 Z Q LVC 0.00 . Ib I CBMH 118 STA 1+8712 CBMH 17 1 OFF 15 50R 974'8.5 -_-_ STA: 0+8661-1 ----- -- i----- ------ L ----RIM..- IIIV IN:90418 (W)OFF:15.5OR I V IN: 907.96 (E) j RIM: 912.83; 1 INV IIJ:908.67 (S)' INVUT 90417 E O -- (H) INV OU' -:908.57 (W)) / I 2.00q, \� FINISHED GRADE tBMH 11 i j CB STA:5+69.13 T STA:1+60. OFF -'-15.50L OFF: O. RIM 914.23 RIM: 915. INV IN: 91-Ct48.-(SE) INV OUT:911.80 (N )NV OUT: 9998 (NW) FINISHED GRADE CBMH 12 I j 1 }gam a 12'/- --- ---- . -.-. -- 31.0' Of 18" RCP -H6PE 01-10% CL -5 ® 0-50% SANITARY FORCEMAIN EXITING GROUN 1 CROSS ----------- --- L ----------- WAT CROS SAN CROSS` I Cd XNm 55.3' of 2711 RCP J N cca /dry►' L 1 950 W �_ J 4 U G M< W R GO C'�a LO "' (� Q 940 JC/)m O if LL1 M o c CB 16 Zz (� STA: 0+71.65 ! OFF: -15.50L j 1 3 0 0 I RM:912.54 9 0 Q Z Z 84 () i- J Q a( 00 w V) a F- cn W N< J W -4 = Q II 920 0 � a Z F- LU I U. rn U LL U) w I EXISTING GROUND. I hereby certify that this plan, I specification, or report was prepared by me or under my 910 ,__,_____ direct supervision and that I - ... i___._._..-.__._....._..-.. am a duly Licensed _34.2 of 12" RCPT j PROFESSIONAL ENGINEER under -_CL- @ 0.50% the laws of the State of MINNESOTA I ! 900 MARK RAUSCH, PE I I I Date License No. QUALITY ASSURANCE/CONTROL a �EXI�TING GROUND BY DATE DATE ISSUE -INISHED GRADE11 880 __.-__.i _____ ___�. _.___- ...-... FEST 19 STA: 0+65.29 OFF 0.00 RIM: 907.36 INV! IN: 904.00 ($W)870 nLncD PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 N r r uJ ^ nr^ u7 Lin O O •- r N h N cD N In O d) n N N .-- 0� 0)0, 0) 0) 0)0) 0� o, 0)M 0)m 4+00 3+00 2+00 1+00 0+00 860 PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 24 SHEET 24 of 47