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— CyHEFT 11 � / SINGLE FAMILY SINGLE FAMILY 65 LOTS 52 LOTS N } Or 0U 'OT�F U \\ OUTLOT G 30' REAR SETBACK 30' REAR SETBACK 2 2 \ e// 3 ' 2/ / x \4 \ 'I / SIDE YARD SETBACKS SIDE YARD SETBACKS 3 0 2 \ / �32. 3 3 .� 1x I / GARAGE: 6 FT. I ' o L sB 115 GARAGE: 7.5 FT. FT. BLDG PAD HOUSE: 4 I / BLDG PAD HOUSE: 7.5 FT. 5 � CORNER: 25 FT. 4 `� / ore \ \ x I CORNER: 25 FT. 5 5 6 / 1 / - 6 6 / �/ 2 / 25' FRONT SETBACK 25' FRONT SETBACK I ° 37 // / —�� R/W / 3 2 R/W 11 ii 8 e I / / 1 k TYPICAL SERVICES SHALL BE: 11 u� or i"� ii TYPICAL SERVICES SHALL BE: I Il ii 9 / 4 \� y/ / WATER: 1" COPPER TYPE K WATER: 1" COPPER TYPE K 934.0 3 SEWER: 4" PVC SCH.40 I�I`O SB s 6 5 \ /i SEWER: 4" PVC SCH.40 CURB STOP TO BE PLACED 10' BEYOND R/W ' 10 e / O / \' I CURB STOP TO BE PLACED 10' BEYOND R/W OUTLOT E 4 x I , o i /, 2 , 5 k ; SINGLE FAMILY / 9 ' 11 Igo i/ °r 7 l ' ; TWINS MH 3, , / 6 o — o � ll l l , OUTLOT °r/ 45 8 I ; sg / / 20 / / 7 / , / 30' REAR SETBACK /H.p � ' � "" / / / or 5 9 1 I IIII IIII / � / / II IIII ii i OUTLOT A / OUTLOT D II -6-- / SIDE YARD SETBACKS P �� / / °r 1-8J �1�/ � 15 FT. BETWEEN BUILDINGS Ir S / 17 2 i g I i / CORNER: 25 FT. .0 1 16l 680UTLOT G / / , 1 15 20 21 22 O / _- / I o — -- — — — / / / �/ ��9i.0 / 14 16 1 7 18 19 I 25 FRONT SETBACK 1 ,4 00 00 � �_ 0 + _ - -� - - 28., � / � sB� e ,�15 13 12 23 1 R/W 12 14 1 / / / 11 24 I / / TYPICAL SERVICES SHALL BE: ± j� / // // / e/ 3 2 / ' / WATER: 1" COPPER TYPE K °r � 39 38 / , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I SEWER: 4" PVC SCH.40 / 12 � I / / // / 9 � 11 � �� L5 3 �� CURB STOP TO BE PLACED 10' BEYOND R/W ll I — T — / / 1 I 40 37 II Il 111 ll OUTLOT B / _ - - �/ / e $/ 10 4 N 26 ' / / °r g I / ll / 2 7 '/8 41 p - - - / 6 m , 36 27 5 r � / 5j 7 42 35 28 6 I Ii 4 6 SITE PLAN LEGEND x 2 3 , � /4 5 4 34 29 - 7 1 � � � / OUTLOT H / EXISTING PROPOSED 3 12 44 / LL 12 3 8 I f LIGHT POLE + 2 9 .7 45 / o \, � SANITARY MANHOLE o 3 / �' T_2 /, 0 32 9 i G SMH 4 46 X 31 l� I V MISCELLANEOUS SIGN —1 UT L °�e / - � / 1 0 EXISTING SPOT ELEVATION xDODD.D 1 2 3 �. 12 47 10 4 — , _ — �44 I 1 i EXISTING TREE 7 / / 5 51 50 49 48�- -� , / 8 / \ _ _ _ // \ / 11 I TELEVISION BOX 0 °re/�—� 1 . 6 k �- / \ 1 I ' HYD Y 12 / I I I FIRE HYDRANT ( 13 / I GV I I I I GATE VALVE D4 N - CLEANOUT O • 3 4 5 1, J I V I EB 2 � I I ELECTRIC BOX ❑ GM 12 \ _ — 11 I I I I GAS METER O � I ° �-- - I I Ljj ® or (D ® arI 20 1918 CATCH BASIN 16 10 9 8 OUTLOT G 0 9 - 151413 12 11 RAIN GUARDIAN EM 'ET ELECTRIC METER O TB OUTLOT G ,�� 11 I II I TELEPHONE BOX ❑ N Lo7 \ I ' ' ❑ II II I I I �/e/ / 1 I I I / II I UTILITY POLE FES L I I I / I 10 I II \ I I FLARED END SECTION 0 A O/ I / I 2 2 6 18 2 `- jk 93. \ I I HH 19285.8 / I 7 14 \ 3 sT-4 19 / STORM M AN HOLE Og 11 5 STMH S3 16 SERVICE R TH 21 SOIL BORING/TEST HOLE 0 75 150 300 4 \22 17 RETAINING WALL (IN FEET) it 3 WATERMAIN/ 5 23 934.E 16 sT=� NV 4 I SANITARY SEWER -------------- 6 BENCHMARKS / or, 16 -5 24 1 �� I I I I —j STORM SEWER >� —>�—>�>� / / 7 OUTLOT K \ ` I 1. Minnesota Department of Transportation 5 \ �\ I I I PROPERTY LINE Geodetic GSID Station No. 41919 (Name: 7 93 14 i 5 I \ I I I SETBACK LINE — 430M) — Elev.= 933.90 ft. (NAVD 88) ' / / 4 25 1, \ I I CURB ——————————— 2. Minnesota Department of Transportation g/ / 3 I 1 OUTLOT G � I WETLAND Geodetic GSID Station No. 33703 (Name:ame:1 PEARSON MNDT) Elev.= 934.71 ft.26 DITCH (NAVD 88)2 x III I 10 11 7 I I I I I UNDERGROUND TELEPHONE ut ut / 1 —_�__— — 27 I _ \ ) ` UNDERGROUND ELECTRIC ue ue L — ji —� — — — — - - - - - - - - - - - - - -f = — — I ' x � � CALL BEFORE YOU DIG 0 0 0 7"'F a ore one one one one o oe oe o One one o � one one —� oe xohe ohe x x x UNDERGROUND GAS ug ug ore —I 1 ONE ( III �� `I UNDERGROUND FIBEROPTIC uPo uPo 4 � J�, I�l v� �3 / O �\ 1 \� 1'� p 1 r �ii ( l I FENCE , 5 � � �� 11 / S � � �1 �'� Iz / 1 I I x x x � 1 I arm 1� O 1 ii \ / 1 OVERHEAD ELECTRIC ohe ohe I 1 2 1 III W / r---ate 44 �9i 22 ly S \ 16 / 5� CONCRETE SURFACE L� -A 0 Know what s below. 43 \ K AI P I 12 I 9 o ___ 42 I y ONE (> 3 0 BITUMINOUS SURFACE i Call before you dig. \ \ I The subsurface utility information shown on this plan is utility \ I i SHEET 10 Quality Level D. This quality level was determined according to I the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data. 3890 PHEASANT RIDGE DR NE Revisions: M/I HOMES O F M I N N EA PO LIS LLC 9 CARLSON SUITE 100 I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. Drawn: KRO 1. 2/25/22 Revise Layout per City Comments. ENGINEERING or report was prepared b me or under m 2. 4/27/22 Revise Layout per City Comments. P RE LI M I NARY SITE & BLAINE, p p p y y y p y THE SHORES OF ONEKA LAKE SURVEYING direct supervision and that I am a duly Signature: // Designed: BJK 3. 5/4/22 per City Comments. of TEL 763.489.7900 - 5354 Parkdale Drive #100 MC—LArm%L ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under —� Hugo, Minnesota UTILITY PLAN INDEX 21 CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 Save Date: OS 04 22 (:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_site.dwg #8869