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TREE FENCE <br />SILT FENCE <br />SUBGRADE CORRECTION <br />ANCHOR W/ METAL <br />T-POST OR WOOD <br />2"X2" STAKE <br />NOTES: <br />COPOLYMER BARRIER FENCING <br />(48" HEIGHT) <br />UNDISTURBED SOIL <br />1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER <br />FROM TREE(S) THAT IS/ARE TO BE SAVED. <br />2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. <br />3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. <br />4. SEE MNDOT SPECIFICATION 2572. <br />ROCK CONSTRUCTION ENTRANCE <br />2" CLEAR <br />ROCK (MIN.) <br />-1114110 <br />Alftirre <br />TURF ESTABLISHMENT <br />1 <br />6" MIN. <br />1 <br />TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE <br />ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) <br />EXCEPT AS MODIFIED BELOW. <br />TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE <br />MORE THAN 7 DAYS. <br />SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. <br />DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER <br />NOVEMBER 1ST. <br />MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). <br />FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. <br />w <br />z <br />J <br />0 <br />J <br />ANCHOR W/ METAL <br />T-POST OR WOOD <br />2"X2" STAKE <br />DIRECTION OF FLOW <br />N <br />NOTES: <br />FILTER FABRIC (36" MAX. HEIGHT) <br />OPENING IN FABRIC WEAVE < 212 pm <br />6"X6" TRENCH <br />(COMPACTED BACKFILL) <br />1111I1"II <br />UNDISTURBED SOIL <br />1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. <br />2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. <br />3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. <br />4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. <br />5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. <br />6. SEE MNDOT SPECIFICATIONS 2573 & 3886. <br />GRADING PLAN LOT KEY <br />59.4 <br />DRAINAGE Sc UTILITY F- <br />EASEMENT <br />SURFACE DRAINAGE <br />GROUND ELEVATION <br />BUILDING <br />RECOMMENDED <br />GARAGE SIDE <br />6 <br />60.5 <br />1 <br />FINISHED ELEVATION <br />LOT CORNER <br />65.5 <br />961.0 <br />(961.5 <br />0 2 <br />G •68.0 <br />J <br />64.4 <br />BLOCK NUMBER <br />LOT NUMBER <br />LOWEST FLOOR ELEVATION <br />HOUSE TYPES <br />R RAMBLER OR SPLIT ENTRY <br />LO -RAMBLER LOOKOUT OR SPLIT <br />ENTRY WALKOUT <br />WO -RAMBLER WALKOUT <br />SE -SPLIT ENTRY <br />SEWO-SPLIT ENTRY WALKOUT <br />CG CUSTOM GRADING <br />SOG-DENOTES SLAB ON GRADE <br />DENOTES STEP CONDITION (IN 6" STEPS) <br />STREET <br />LOT PROFILE <br />STREET PROFILE <br />LOT BENCHING DETAIL <br />w <br />z <br />J <br />0 <br />J <br />0.5'- <br />w <br />z <br />J <br />0 <br />J <br />DIRECTION OF FLOW (LOT) <br />DIRECTION OF FLOW (STREET) <br />0.5'- <br />w <br />z <br />J <br />0 <br />J <br />0.5'- <br />SELECT BACKFILL <br />MATERIAL <br />COMPACTED BACKFILL <br />2' <br />-III=111- <br />i=111 11 <br />111111 111111 <br />NON -SELECT <br />BACKFILL MATERIAL <br />COMPACTED BACKFILL <br />VARIES <br />0.5' TOPSOIL <br />-VARIES <br />-3.0' <br />B.O.C. <br />SELECT BACKFILL <br />MATERIAL <br />25' <br />(FRONT SETBACK) <br />10' <br />R�pF <br />�it; 7 <br />3.0' <br />MAX. 'FQ <br />3.0' /L <br />MAX. <br />10.0' <br />MIN. <br />GRADING GRADE <br />PROPOSED FINISHED GRADE <br />EXISTING GRADE <br />111111- <br />1 1 1-11 I-11 I= <br />LIMIT OF SUBGRADE EXCAVATION <br />-BOTTOM OF UNSTABLE MATERIAL <br />ti vN� -P8�-ME P <br />s <br />NON -SELECT BACKFILL MATERIAL <br />COMPACTED BACKFILL <br />SLAB ON GRADE <br />NO SCALE <br />d <br />10' <br />50' <br />SOG <br />0.2' TOPSOIL <br />0.8' <br />�11�II�II�II��= <br />FINISHED GRADE <br />GRADING GRADE <br />10' <br />d <br />0.5' MIN. TOPSOIL <br />5' <br />0 <br />N <br />166.0' <br />n <br />o <br />o <br />N <br />•- <br />E <br />N <br />ad <br />ad <br />1 <br />1 <br />r <br />1 <br />1 <br />6 <br />7 <br />UNIT <br />. <br />TIWN <br />--z -1 <br />1 <br />1 <br />s <br />1- <br />1 <br />1 <br />OME <br />■ <br />T-------� <br />N <br />N <br />N <br />N <br />N <br />N <br />166.0 <br />CONC. CURB <br />0 <br />N <br />5' <br />5' <br />0 <br />N <br />CONC. CURB <br />PRIVATE DRIVEWAY <br />140.0' <br />5 <br />r <br />0 <br />N <br />co <br />UNIT TO <br />to <br />N <br />0 <br />N <br />E <br />NHOM <br />1 <br />1 <br />E <br />to <br />N <br />140.0 <br />0 <br />N <br />5' <br />PRIVATE DRIVEWAY <br />CARLSON <br />`` ENGINEERING <br />ENGINEERING <br />SURVEYING <br />PLANNING <br />3890 PHEASANT RIDGE DR NE <br />SUITE 100 <br />BLAINE, MN 55449 <br />TEL 763.489.7900 <br />FAX 763.489.7959 <br />CARLSON - ENGINEERING.COM <br />I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional Engineer under <br />the laws of the State of Minnesota <br />Signature: <br />Date: 12/6/22 License #: 25063 <br />Drawn: ADB <br />Designed: BJK <br />Date: 12/6/22 <br />Revisions: <br />1. 3/27/24 Revise to SOG per Owner <br />2. 4/29/25 Revise Building Plan per Owner <br />LGI HOMES - MINNESOTA, LLC <br />2850 Cutters Grove Ave., Suite 207 <br />Anoka, Minnesota 55303 <br />RIVENWICK VILLAGE <br />4TH ADDITION <br />Ramsey, Minnesota <br />DETAILS <br />4 <br />Save Date: 04/29/251 f:\jobs\7821 - 7840\7835-02 rlvenwick 4th addition\cad cad\engineering\final plans\grading\7835-02_detall.dwg <br />7835-02 <br />