QUAIL RUN PLAT 1 QUAIL RUN PLAT 217,638 sf 3 10,270 sf 15 10,270 sf 16 10,071 sf 44 10,071 sf 47...

1
Chayse St SW Chayse St SW Westridge St SW Creekside Dr SW Creekside Dr SW Creekside Dr SW 2ND ST NW (NE 78TH AVE) 1 8 100 BM502 NE 78TH AVENUE Asphalt Asphalt Trail Asphalt Trail 933 940 930 930 935 933 934 936 937 938 940 942 943 945 941 942 943 944 946 945 941 942 943 944 945 942 943 944 946 950 949 948 947 949 948 947 946 945 944 942 942 941 950 951 952 953 954 955 956 957 958 959 960 961 955 960 951 952 953 954 956 957 958 959 961 962 965 963 964 960 961 962 963 4 960 961 962 963 960 957 958 959 961 962 953 953 953 953 954 954 952 953 954 951 952 953 950 951 952 956 957 955 952 953 954 956 950 949 951 952 953 954 950 948 949 951 952 952 950 951 952 957 960 957 958 959 961 962 958 959 957 958 959 959 959 951 952 952 952 953 956 955 954 953 953 953 952 952 952 951 950 950 950 950 949 949 947 948 949 950 951 952 951 950 945 950 946 947 948 949 951 945 950 946 947 948 949 947 948 949 949 950 949 951 952 953 950 955 951 952 953 954 951 952 953 954 952 953 947 948 949 950 951 952 953 948 949 950 951 951 950 950 950 949 948 947 947 949 948 946 947 950 949 948 949 948 948 947 950 951 951 950 950 949 948 948 949 950 950 951 950 950 950 949 949 948 949 947 948 949 948 948 949 949 948 949 949 950 950 949 950 949 948 949 950 951 951 952 952 952 952 951 950 949 948 947 946 945 940 938 937 935 930 925 925 930 935 937 938 940 945 946 945 940 938 937 935 930 925 947 946 945 940 940 945 935 937 930 925 945 945 940 937 938 960 961 955 951 952 953 953 961 960 959 959 958 957 956 955 954 NORMAL POOL=937.00 100 YR=939.55 NORMAL POOL=940.00 100YR=945.88 FUTURE DEVELOPMENT FUTURE DEVELOPMENT MENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT 941 941 940 942 946 946 945 944 943 946 946 945 928 927 FUTURE DEVELOPMENT FUTURE DEVELOPMENT 10,927 SF 8 9,730 SF 7 9,925 SF 4 9,511 SF 5 9,411 SF 6 17,638 SF 3 10,270 SF 15 10,270 SF 16 10,071 SF 44 10,071 SF 47 10,071 SF 46 10,071 SF 45 10,326 SF 17 10,125 SF 19 10,500 SF 22 10,500 SF 21 10,383 SF 20 9,592 SF 40 12,511 SF 38 9,592 SF 39 9,919 SF 43 9,450 SF 42 9,477 SF 41 13,387 SF 54 10,466 SF 25 13,579 SF 23 10,702 SF 24 16,857 SF 2 12,385 SF 9 14,049 SF 10 10,125 SF 11 10,125 SF 12 10,125 SF 13 10,248 SF 14 9,450 SF 51 9,450 SF 50 9,450 SF 49 9,742 SF 48 10,344 SF 53 9,450 SF 52 16,727 SF 55 11,817 SF 27 10,466 SF 26 15,091 SF 31 11,753 SF 1 12,624 SF 32 OUTLOT W 145,712 SF 3.35 AC 11,488 SF 33 10,500 SF 35 OUTLOT V 29,032 SF 0.67 AC 10,500 SF 36 OUTLOT R 1,779,548 SF 40.85 AC 9,800 SF 37 15,307 SF 29 17,976 SF 30 10,500 SF 34 10,126 SF 18 OUTLOT X 153,303 SF 3.52 AC OUTLOT T 155,534 SF 3.57 AC 60.0' 60.0' 60.0' 60.0' 60.0' 30' B.S.L 30' B.S.L 30' B.S.L 30' B.S.L 30' B.S.L 30' B.S.L 30' B.S.L 30' B.S.L 30' B.S.L 75' Gas Easement 15' Sanitary Sewer Easement 93' Northern Natural Gas Easement 30' B.S.L 30' B.S.L 30' B.S.L 20' Drainage & Storm Sewer Easement 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. Drainage & Storm Sewer Easement 20' Public Utility, Drainage, & Storm Sewer Easement Drainage, & Storm Sewer Easement CHAYSE ST SW LANDON DR NW QUAIL RUN PLAT 2 1ST ST NW ELIZABETH LN NW LANDON DR NW ALPHA ST NW QUAIL RUN PLAT 1 30' Sanitary Sewer Easement 10' P.U.E. 10' P.U.E. 15' Drainage & Storm Sewer Easement 15' Drainage & Storm Sewer Easement 15' Storm Sewer Easement STREET LOT B 3,475 SF 0.08 AC STREET LOT C 5,163 SF 0.12 AC 30' B.S.L 30' B.S.L 30' B.S.L 15' Drainage & Storm Sewer Easement 30' B.S.L MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.80 MPE=946.90 MPE=947.00 MPE=947.00 MPE=947.25 MPE=947.30 MPE=947.30 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=948.50 MPE=949.25 MPE=949.50 MPE=950.25 MPE=950.25 MPE=951.25 MPE=951.25 MPE=951.25 MPE=951.30 MPE=951.30 MPE=951.30 MPE=945.75 MPE=950.50 MPE=945.75 MPE=945.75 MPE=945.75 MPE=945.75 MPE=945.75 MPE=945.75 OUTLOT Z 48,875 SF 1.12 AC 24,249 SF 28 10' P.U.E BY DATE REVISION MARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By: Engineer: Date: 1" = Project No: Sheet Project No: Sheet 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com EDC JWM KMM 08-28-20 50 119.0971.01A C100 119.0971.01A C100 QUAIL RUN PLAT 3 GRADING & EROSION CONTROL PLAN EXHIBIT BONDURANT, IOWA REVISED AS PER CITY COMMENTS REVISED AS PER CITY COMMENTS REVISED LOT LAYOUT 10-19-20 12-01-20 4-15-21 JWM JWM JWM 1 2 3 TTN-RRW-SS V:\Projects\2019\119.0971.01A\CADD\CD_1190971_GRDG_EXH.dwg JEREMY W MCCORMICK, GRADING-SE, 2021/04/16, 7:51 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES) FEET 0 100

Transcript of QUAIL RUN PLAT 1 QUAIL RUN PLAT 217,638 sf 3 10,270 sf 15 10,270 sf 16 10,071 sf 44 10,071 sf 47...

Page 1: QUAIL RUN PLAT 1 QUAIL RUN PLAT 217,638 sf 3 10,270 sf 15 10,270 sf 16 10,071 sf 44 10,071 sf 47 10,071 sf 46 10,071 sf 45 10,326 sf 17 10,125 sf 19 10,500 sf 22 10,500 sf 21 10,383

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2ND ST NW (NE 78TH AVE)

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NE 78TH AVENUE

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10,326 SF

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10,383 SF

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9,592 SF

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9,919 SF

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9,450 SF

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9,477 SF

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13,387 SF

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13,579 SF

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10,702 SF

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16,857 SF

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12,385 SF

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10,125 SF

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10,248 SF

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9,450 SF

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9,742 SF

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10,344 SF

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16,727 SF

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11,817 SF

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10,466 SF

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15,091 SF

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11,753 SF

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OUTLOT W

145,712 SF

3.35 AC

11,488 SF

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10,500 SF

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OUTLOT V

29,032 SF

0.67 AC

10,500 SF

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OUTLOT R

1,779,548 SF

40.85 AC

9,800 SF

37

15,307 SF

29

17,976 SF

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10,500 SF

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10,126 SF

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OUTLOT X

153,303 SF

3.52 AC

OUTLOT T

155,534 SF

3.57 AC

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15' Storm Sewer Easement

STREET LOT B

3,475 SF

0.08 AC

STREET LOT C

5,163 SF

0.12 AC

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30' B.S.L

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15' Drainage & Storm Sewer

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MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.80

MPE=946.90

MPE=947.00

MPE=947.00

MPE=947.25

MPE=947.30

MPE=947.30

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=948.50

MPE=949.25

MPE=949.50

MPE=950.25

MPE=950.25

MPE=951.25

MPE=951.25

MPE=951.25

MPE=951.30

MPE=951.30

MPE=951.30

MPE=945.75

MPE=950.50

MPE=945.75

MPE=945.75

MPE=945.75

MPE=945.75

MPE=945.75

MPE=945.75

OUTLOT Z

48,875 SF

1.12 AC

24,249 SF

28

10' P.U.E

BYDATEREVISIONMARKScale:

Technician: T-R-S:

SNYDER & ASSOCIATES, INC. |

Checked By:Engineer:

Date:

1" =

Project No: Sheet

Project No:

Sheet

2727 S.W. SNYDER BLVD

ANKENY, IOWA 50023

515-964-2020 | www.snyder-associates.com

EDC

JWM

KMM

08-28-20

50

119.0971.01A

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GRADING & EROSION CONTROL PLAN EXHIBIT

BONDURANT, IOWA

REVISED AS PER CITY COMMENTS

REVISED AS PER CITY COMMENTS

REVISED LOT LAYOUT

10-19-20

12-01-20

4-15-21

JWM

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JWM

1

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TTN-RRW-SS

V:\Projects\2019\119.0971.01A\CADD\CD_1190971_GRDG_EXH.dwg JEREMY W MCCORMICK, GRADING-SE, 2021/04/16, 7:51 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)

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