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Uja 50' a <br /> PAD F 3:: 0 <br /> ILIJ 0 0 <br /> 7' (MIN.) 3' 40' 25' 1 <br /> N 15' 10' VARIES m VARIES <br /> (VARIES) <br /> PAD HOLD DOWN = 2.00' <br /> GARAGE FLOOR EL. <br /> �------------- <br /> w w w w <br /> z z z z <br /> ------ ------------------------------- --- ----- ------------------ -- <br /> Q�,P: EL. OF GROUND -- ------------- <br /> �k. AT WALKOUT 3.2' 2.5' TO SUBGRADE I o 0 0 0 <br /> BELOW GARAGE SLAB FINISHED GRADE AFTER HOUSE <br /> UNLESS OTHERWISE 0.5' TOPSOIL <br /> LOT PROFILE <br /> NOTED. 11 DIRECTION OF FLOW <br /> BASEMENT FLOOR FINISHED GRADE FOR PAD I STREET PROFILE <br /> SEE TYPICAL I DIRECTION 0 FLOW F OW ON STREET 0.5' <br /> 0.5' <br /> STREET SECTION LOT BENCHING DETAIL <br /> SPLIT ENTRY NO SCALE <br /> (TYPICAL SECTION NOT TO SCALE) <br /> dal IM <br /> I IH <br /> 50' N <br /> PAD 0 <br /> I I 0 0 <br /> 7' (MIN.) 3' 35' 30' 15' 10' VARIES m VARIES 29.0 28.0 <br /> DRAINAGE & UTILITY <br /> VARIES EASEMENT <br /> EL. OF GROUND 3' PAD HOLD DOWN = 1.00' I I <br /> AT WALKOUT 3.2' I FINISHED GROUND O <br /> 0.5' TOPSOIL BELOW GARAGE SLAB GARAGE FLOOR EL. I ELEVATION 3 BLOCK N0. <br /> UNLESS OTHERWISE LOWEST <br /> NOTED. '� ,--- — — — ------------------ ----------------------- I ELLEVATIONPENING LOT NO. <br /> lb <br /> BASEMENT FLOOR 1.5' TO SUBGRADE STEP HEIGHT43'1 <br /> HOUSE TYPES <br /> --------- ----- ------------------� Y <br /> , I <br /> (IF REQUIRED) R RAMBLER OR SPLIT ENTRY <br /> ------ 0.5 TOPSOIL LO RAMBLER LOOKOUT OR SPLIT <br /> LOWEST FLOOR ENTRY WALKOUT <br /> 15 I ELEVATION WO RAMBLER WALKOUT <br /> SLO —SIDE LOOKOUT <br /> GARAGE ELEVATION SWO —SIDE WALKOUT <br /> MATCH PROPOSED GROUND AT WALKOUT ELEVATION SEE TYPICAL RECOMMENDEDSTREET SECTIONGARAGE SIDE <br /> FINISHED ELEVATION L J <br /> @ LOT CORNER <br /> 35.5 34.5 <br /> SPLIT ENTRY WALKOUT <br /> (TYPICAL SECTION NOT TO SCALE) <br /> STREET <br /> 0 <br /> Q Y <br /> d <br /> SEE HOLD DOWN FOR DEPTH OF PAD Q <br /> CORRECTION FROM LOT LINE TO LOT LINE 10 <br /> N LOT INFORMATION <br /> (TYPICAL SECTION NOT TO SCALE) <br /> FINISH GRADE Of <br /> GRADING GRADE <br /> I 2' <br /> TOPSOIL ...•. <br /> :,� HOLD DOWN . . . .......... :.••..•....:..• . <br /> ................................................................... .................................................. .... <br /> .... ............ ................................................ ............................................... . <br /> SELECT BACKFILL <br /> NON-SELECT, �� — SUBGRADE <br /> UN-COMPACTED MATERIAL <br /> ;;;,;;;;BACKFILL MATERIAL;;; /\ MATERIAL <br /> i\/\ ' <br /> • / / \\, \ \�\\�� \/ \ .\ SELECT BACKFILL <br /> EXISTING GROUND ,�\ ,\\,\ <br /> BOTTOM OF <br /> MATERIAL NON-SELECT COMPACTED <br /> / X BACKFILL MATERIAL <br /> < <br /> UNDISTURBED SOIL 60' ROW <br /> 14' <br /> UNDISTURBED SOIL <br /> IN. MIN. SUBGRADE CORRECTION <br /> 16' 16' 5"MIN.TOPSOIL, <br /> TYPICAL SECTION NOT TO SCALE SEED & MULCH <br /> 27 —� f 2% 2% f— 2% <br /> F6" <br /> 2 ROWS SOD <br /> MIN. 3" CL. 5 AGG. BASE 6" <br /> BELOW CURB & GUTTER <br /> MOUNTABLE SIDEWALK SECTION <br /> CONCRETE CURB <br /> AND GUTTER 6" CONCRETE WALK MNDOT SPEC. 2521 <br /> T.C.= (�-0.17' 4" GRANULAR MATERIAL MNDOT SPEC. 3149 <br /> PAVEMENT SECTION <br /> 1-1/2" MNDOT 2360 TYPE SP 9.5 WEARING COURSE (SPWEA340C) <br /> #2357 TACK COAT <br /> 2" TYPE SP 12.5 NON WEARING BITUMINOUS BASE (SPNWB330C) <br /> 8" MODIFIED CLASS 5 AGGREGATE BASE (PER DETAIL STR-26) <br /> APPROVED SUBGRADE (INCLUDES TEST ROLLING <br /> AND SUBGRADE PREPARATION) <br /> TYPICAL STREET SECTION <br /> TYPICAL SECTION (N.T.S.) <br /> SEE CITY DETAILS FOR ADDITIONAL INFORMATION <br /> P118MBNEERengineering <br /> 00-ENG-123074-SHEET-DYES-GRAD <br /> CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS <br /> Revisions <br /> I hereby certify that this plan was prepared by Date �7N7 7� HARMONY FARMS <br /> (651)681-1914 Name /�LtQrlt. 1. 2024-02-05 City Comments LElV 1V Aim <br /> Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY GRADING DETAILS 5.50 30 <br /> Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OF <br /> www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA <br /> ©2023 Pioneer Engineering,P.A. <br />