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PC PACKET 051222
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Last modified
11/18/2025 2:29:30 PM
Creation date
3/21/2024 10:08:25 AM
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Commissions
Meeting Date
5/12/2022
Document Type
Agenda/Packets
Commission Name
Planning
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SINGLE FAMILY HOLDOWNS SINGLE FAMILY HOLDOWNS SINGLE FAMILY HOLDOWNS <br /> 65' LOTS 52' LOTS TWINS TURF ESTABLISHMENT <br /> (LOTS 147-196, 218-242, 263-276 & 287-306) (LOTS 105-146, 197-217 & 243-248) (LOTS 101-104, 249-262, 277-286 & 307-318) <br /> TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE <br /> ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) <br /> SPLIT ENTRY SLAB ON GRADE SLAB ON GRADE EXCEPT AS MODIFIED BELOW. <br /> R/W NO SCALE It R/W NO SCALE NO SCALE <br /> / � R/W TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE <br /> 1 . I MORE THAN 7 DAYS. <br /> 25'� 55' �25' 70' I �25' 65' <br /> , (FRONT SETBACK) 25' (FRONT FINISHED GRADE FINISHED GRADE FINISHED GRADE SETBACK) (FRONT SETBACK) SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. <br /> 1 I I I I I <br /> I GRADING GRADE I I GRADING GRADE I I GRADING GRADE I DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER <br /> �E S�G S�G NOVEMBER 1ST. <br /> 1 Ln 1 p `n I �n 1 rO�2' TOPSOIL 1p° �n 1n 1r-O.,2' TOPSOIL 1p 1n i10, I o 0 o I 1 0 0 MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). <br /> 0.5' MIN. I .0 I I .0' <br /> TOPSOIL 0.5' MIN. TOP OIL 0.5' MIN. TOP OIL FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. <br /> 1 I I I IELII <br /> I 1.2' I I I I I <br /> 0.2' TOPSOIL GRADING PLAN LOT KEY <br /> 59.4 - 60.5 <br /> SPLIT ENTRY WALKOUT DRAINAGE & UTILITY I� 20'� GRADING LOT NUMBER <br /> R/W NO SCALE It EASEMENT <br /> LOWES <br /> FLOO <br /> (F' 25 <br /> RONT SETBACK) 55 I LOT BENCHING DETAIL SURFACE DRAINAGE HOUSET TYPES <br /> ELEVATION <br /> ' ______ <br /> ADDITIONAL CORRECTION AREA i R RAMBLER OR SPLIT ENTRY <br /> I <br /> I SE'wo I z z z z ENTRY WALKOUT <br /> w w w w GROUND ELEVATIONLO -RAMBLER LOOKOUT OR SPLIT <br /> FINISHED GRADE J J J J @BUILDING 961.0 <br /> (961.5 WO RAMBLER WALKOUT <br /> I SE -SPLIT ENTRY <br /> i 10' GRADING GRADE I 0 0 0 ~ <br /> 1 o RECOMMENDED �k <br /> 0 2 SEWO-SPLIT ENTRY WALKOUT <br /> GARAGE SIDE <br /> G 968.0 CG CUSTOM GRADING <br /> SOG-DENOTES SLAB ON GRADE <br /> _ FINISHED ELEVATION L _ _ J DENOTES STEP CONDITION (IN 6" STEPS) <br /> Lq <br /> N � 10' � o LOT PROFILE @LOT CORNER 65.5 64.4 <br /> 1 0.5' MIN. DIRECTION OF FLOW (LOT) <br /> I TOPSOIL - <br /> I 1.0, STREET PROFILE - _- - <br /> 0.5' TOPSOIL DIRECTION LOW F F (STREET) 0 5' <br /> 0.5' 0.5' <br /> STREET <br /> WALKOUT <br /> R/W NO SCALE <br /> 30' 55' <br /> (FRONT SETBACK) 25' _ <br /> I I <br /> 1 0SUBGRADE CORRECTION SUBGRADE CORRECTION <br /> I `n FINISHED GRADE I > > <br /> I <br /> 0 10' GRADING GRADE I (52 LOTS & TWINS) (65LOTS) <br /> I I I <br /> -- -------- -- - ---- <br /> I VARIES *55 <br /> �r? <br /> Ln o <br /> r \ 10 °° Lq <br /> I � 0.5' MIN. I <br /> *UNLESS OTHERWISE SHOWN <br /> 2 5' ---- I TOPSOIL <br /> 0.5' TOPSOIL <br /> MODIFIED WALKOUT <br /> NO SCALE <br /> R/W 0.5' TOPSOIL GRADING GRADE 0.5' TOPSOIL GRADING GRADE <br /> 30' 55' -VARIES ARIES <br /> (FRONT SETBACK) �25'� 2, 3.0' PROPOSED FINISHED GRADE 2 3.0' 10' PROPOSED FINISHED GRADE <br /> - - EXISTING GRADE - _ EXISTING GRADE <br /> 7(2) <br /> �I <br /> 10 <br /> n <br /> -I <br /> I <br /> FINISHED GRADE <br /> GRADING GRADE I�,III-I_ I <br /> -�----- � ;;; ,/ ;;' Illlllllllllllllillll- --"�"' <br /> •• I-III= ACKFILL <br /> N LIMIT OF SUBGRADE EXCAVATION SELECT B N L._ - - <br /> IMIT OF SUBGRADE EXCAVATION <br /> SELECT BACKFILL -III = MATERIAL 'loll-II <br /> O MATERIAL (III SELECT BACKFILL SELECT BACKFILLLn <br /> } <br /> CO 10' o I II-Ill ill' MATERIAL 8 P R MATERIAL �IpgLE �ER�� <br /> --- �� 0.5' MIN. I s N uNs�P M �E \ III -11 s � N vN5 M P \ <br /> COMPACTED BACKFILL < \ / COMPACTED BACKFILL < \ <br /> TOPSOIL �'OF ` \o,Q 7 NON-SELECT BACKFILL MATERIAL <br /> EL L 2.5' ' <br /> 0.5' TOPSOIL RFq 7 NON-SELECT BACKFILL MATERIAL �Fq: <br /> NON-SELECT MAX TF'Q NON-SELECT MAX 'Q <br /> BACKFILL MATERIAL 3 0,I COMPACTED BACKFILL BACKFILL MATERIAL 3 0>I COMPACTED BACKFILL <br /> MAX. -III-I -I I-III-1 1 MAX. -III-I -I I-III-1 I` <br /> COMPACTED BACKFILL 10.0' I 1 =(III,;(III „„III-III=III- COMPACTED BACKFILL 10.0' I I 7III=1111 I11_„III-1T_I-III- <br /> LOOKOUT MIN. MIN. <br /> R/W NO SCALE It BOTTOM OF UNSTABLE MATERIAL BOTTOM OF UNSTABLE MATERIAL <br /> 30' 55' I <br /> ( (FRONT SETBACK) 25' <br /> I I <br /> SILT FENCE TREE FENCE <br /> n FINISHED GRADE <br /> � 10' GRADING GRADE � <br /> I o <br /> I � <br /> 0 <br /> - --------- -- - ----- r' 10' 0 0 <br /> -------- TTOPSOIL I ° FILTER FABRIC (36" MAX. HEIGHT) <br /> m 1 ' 1 OPENING IN FABRIC WEAVE < 212 0 <br /> I ANCHOR W/ METAL �' COPOLYMER BARRIER FENCING <br /> 25' T-POST OR WOOD o ANCHOR W/ METAL (48" HEIGHT) ROCK CONSTRUCTION ENTRANCE <br /> 0.5' TOPSOIL 2"X2" STAKE T-POST OR WOOD 0 <br /> 2"X2" STAKE <br /> 0 <br /> 0 <br /> 0 <br /> o r <br /> /DIRECTION OF FLOW ° �6"XC TRENCH(COMPACTED BACKFILL) <br /> �-III-III- 0 o III-III-III-III - - - - - - ���P 2" CLEAR <br /> z -III-III -III-III -I III- - °III- - -� ROCK (MIN.) <br /> o <br /> III III III- III- III- / �Q <br /> I, lil iIIII N i-1111 °IIIIII;I i- <br /> UNDISTURBED SOIL III r <br /> UNDISTURBED SOIL 66" MIN. <br /> NOTES: I <br /> NOTES: SO, <br /> 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. /ry <br /> 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER <br /> 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. FROM TREE(S) THAT IS/ARE TO BE SAVED. <br /> 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. <br /> 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. <br /> 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. 4. SEE MNDOT SPECIFICATION 2572. <br /> 3890 PHEASANT RIDGE DR NE Revisions: <br /> CARLSON I hereby certify that this plan, specification Print Name: Brian J. Krystofiak P.E. Drawn: LOC 1. 2/25/22 Revise Layout per CityComments. 20 <br /> ENGINEERING SUITE 100 y M I HOMES O F M I N N EAPO LIS, LLC <br /> BLAINE, MN 55449 or report was prepared by me or under my 2. 4/27/22 Revise Layout per City Comments. THE SHORES OF O N E KA LAKE <br /> ` SURVEYING direct supervision and that I am a duly Signature: /L Designed: BJK 3. 5/4/22 per City Comments. <br /> MC_CA1 N TEL763.489. 900 G � g p y 5354 Parkdale Drive, #100 DETAILS of <br /> ENVIRONMENTAL FAX 763.489.7959 Licensed Professional Engineer under Hugo, Minnesota � 1 <br /> CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 10/21/21 License #: 25063 Date: 10/21/21 St. Louis Park, Minnesota 55416 1 <br /> Save Date: 04/21/22 f:\jobs\8861-8880\8869-dell webb-hugo\cad c3d\engineering\preliminary\8869_detail.dwg #8869 <br />
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