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7/29/2025, GCRUZ, G:\JOBS25\12\2501240\DWG\C2501240-10.DWG.EXH-2 24X36. <br />POSTS <br />ANGLE 10° <br />UPSLOPE FOR <br />STABILITY AND <br />SELF CLEANING <br />50' <br />1. SET POSTS AND <br />EXCAVATE A 6"X6" <br />TRENCH, SET POST <br />DOWNSLOPE. <br />100° <br />i\//%� /\/12" MIN. <br />�\ /\ DEPTH <br />COMPACTED <br />BACKFILL <br />BOTTOM OF <br />D RAI NAG E WAY <br />PLAN VIEW <br />48' <br />(SIGN FACE) <br />SIGN DETAIL (BY OTHERS) <br />1"=10' <br />2. ATTACH FILTER FABRIC <br />TO THE POSTS <br />AND EXTEND IT TO <br />THE TRENCH. <br />3. BACKFILL THE <br />TRENCH AND <br />COMPACT THE <br />EXCAVATED SOIL. <br />/\ <br />\. ./ <br />EN <br />■■■\. i■■ <br />.■■■■\. B .A■■■■. <br />`\■■■■\► iM■■W <br />.....I .■■■■■■■■..■■■■• <br />-\■■■ ■■■■■■■■■■ ■■■P' <br />emu■ ■■■■■■■■■■ I. <br />-• ...■■■■■■. ►" <br />ELEVATION <br />POINTS "A" SHOULD BE HIGHER <br />THAN POINT "B". <br />SILT FENCE BARRIER <br />N.T.S. <br />NOTES: <br />1. CONSTRUCTION JOINTS SHALL BE SPACED APPROXIMATELY <br />EVERY 10 FEET BUT NOT LESS THAN 6 FEET. 1/4" THICK <br />PREFORMED EXPANSION JOINT FILLER SHALL BE INSTALLED <br />EVERY OTHER JOINT. <br />2. FORMWORK SHALL REMAIN INPLACE FOR 24 HOURS <br />FOLLOWING CONCRETE POURING. <br />1'-8" <br />EXPOSED SURFACES TO BE <br />METAL TROWEL FINISH. <br />6" OR AS DIRECTED <br />BY ENGINEER <br />SURFACE OF <br />PAVEMENT <br />— 6" CRUSHED STONE <br />CONCRETE CURB DETAIL <br />N.T.S. <br />1.5" ASPHALT WEARING COURSE, SUPERPAVE <br />CUT EXISTING PAVEMENT TO NEAT LINE, COAT WITH LIQUI <br />BITUMEN PRIOR TO PLACING NEW PAVEMENT <br />14' <br />EXISTING PAVEMENT <br />SECTION <br />UNDISTURBED BASE <br />LIMIT OF PROPOSED PAVEMENT SECTION <br />LIVE SIGN AREA = 672 SF <br />SIGN FACE DESIGNED BY OTHERS <br />SIGN STRUCTURE DESIGNED BY OTHERS <br />48" DIAMETER BILLBOARD SIGN POLE <br />SURROUNDED BY DECORATIVE <br />STONE/STUCCO (DESIGNED BY OTHERS) <br />SIGN COLUMN, FOUNDATION, AND <br />STRUCTURAL CALCULATIONS BY OTHERS <br />BASE AND HIGHWAY 10 SERVICE ROAD <br />ELEVATION 860' <br />• <br />EXPANSION <br />RESTRAINT <br />1/4" NYLON <br />ROPE <br />2"x2"x3/4" <br />RUBBER <br />BLOCK <br />1" REBAR FOR BAG <br />REMOVAL FROM INLET <br />NOTE: REGULAR FLOW = 40 GAL./MIN./SF <br />HIGH FLOW = 200 GAL./MIN./SF <br />PROPOSED PAVEMENT SECTION <br />12" <br />\\\\�\\\ <br />00000 <br />� <br />0000 <br />000 <br />00 <br />Ill�1 ' '171111I <br />'1= <br />PAVEMENT TRANSITION <br />N.T.S <br />SIGN FACE DESIGNED BY OTHERS (TYP.) <br />SIGN STRUCTURE DESIGNED BY OTHERS <br />48" DIAMETER BILLBOARD SIGN POLE <br />SURROUNDED BY DECORATIVE <br />STONE/STUCCO (DESIGNED BY OTHERS) <br />CONCRETE PAD STRUCTURE DESIGNED BY OTHERS. <br />SURFACE CONCRETE FOUNDATION DESIGNED BY <br />OTHERS TO BE WITHIN EXISTING PARKING <br />COORDINATE WITH STRUCTURAL ENGINEER. <br />SIGN DIMENSIONS (BY OTHERS) <br />1"=10' <br />SILT SACK DETAIL <br />N.T.S. <br />1.5" ASPHALT WEARING COURSE, SUPERPAVE <br />1.5" ASPHALT BINDER COURSE, SUPERPAVE <br />6" PROCESSED AGGREGATE BASE COURSE <br />6" GRAVEL SUBBASE COURSE <br />PREPARED SUBGRADE COMPACTED TO 95% MAXDRY <br />DENSITY PER ASTM D1557 <br />NOTE: COORDINATED WITH GEOTECHNICAL ENGINEER AND SHALL BE AS NOTED TO <br />THICKER WHERE NECESSARY TO MATCH EXISTING <br />STANDARD DUTY BITUMINOUS CONCRETE <br />PAVEMENT STRUCTURE DETAIL <br />N.T.S. <br />BIO-ROLL <br />10' MIN. <br />TYP. OF <br />4 SIDES <br />APPROVED COMPACTED BACKFILL (95% <br />MAX DRY DENSITY) COMPACTION PER <br />ASTM D1557 IN 8" LIFTS <br />3'-0" (FOR ELECT.) <br />BOTTOM OF CONDUIT <br />TRENCH <br />IN EARTH <br />4" TOPSOIL <br />1'-0" MIN. IN ROCK <br />IN PAVEMENT <br />SEE DETAIL FOR PAVEMENT <br />SECTION <br />TRENCH WIDTH: 1'-0" ELECT. <br />- MARKING TAPE BURIED OVER ELECTRIC <br />CONDUITS <br />12" SAND COVER OVER PIPE <br />SPECIAL FOUNDATION, IF ORDERED BY ENGINEER 3/4" CRUSHED <br />STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL <br />ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS <br />NOTE: CONTRACTOR TO CONFIRM NUMBER AND SIZE OF CONDUIT <br />PRIOR TO PURCHASING MATERIALS. <br />ELECTRICAL TRENCH DETAIL <br />N.T.S <br />SOIL/AGGREGATE STOCKPILE OF <br />EXISTING SITE MATERIAL TO BE <br />REUSED AND/OR NEW MATERIAL <br />TO BE INSTALLED IN THE WORK <br />DIRECTION OF RUN-OFF <br />FLOW (TYP.) <br />NOTES: <br />1. ALL EXISTING EXCAVATED MATERIAL THAT IS NOT TO BE <br />REUSED IN THE WORK IS TO BE IMMEDIATELY REMOVED <br />FROM THE SITE AND PROPERLY DISPOSED OF. <br />2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE <br />SHOWN ON THE DRAWINGS. <br />3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT <br />CONDITION AND RESEED AS REQUIRED. <br />4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'. STOCKPILE <br />SLOPES MUST BE 2:1 OR FLATTER. <br />MATERIALS STOCKPILE DETAIL <br />N.T.S. <br />1" MIN. <br />STRAW BALES <br />60 MIL POLYETHYLENE <br />PROVIDE SAND BAGS TO STABILIZE <br />HAY BALES <br />18" MIN. <br />STRAW BALES <br />(OR EQUAL) <br />18" MIN. <br />21' MIN. <br />CONCRETE WASH PIT DETAIL <br />N.T.S. <br />hereby certify that this plan. specification. or <br />report was prepared by me or under my direct <br />supervision and that I am duly Licensed <br />Professional Engineer under the laws of the <br />State of Minnesota <br />Printed Name: Michelle M. Carlson <br />Signature: _Sri <br />Date: 1/ i9/Z-S License # 52430 <br />; 0069167V-SURV-7-2-25 <br />0 <br />W <br />K <br />N <br />Ta <br />100 Constitution Plaza <br />10th Floor <br />Hartford, CT 06103 <br />(860) 249-2200 <br />PROPOSED BILLBOARD <br />w <br />� uu <br />o � <br />U <br />UPDATED PER SURVEY <br />Ln <br />N N N <br />0 0 0 <br />N N N <br />O y c <br />-y N <br />n n n <br />Designed <br />Drawn <br />Reviewed <br />Scale <br />Project No. <br />Date <br />CAD File: <br />C2501240-10 <br />Title <br />6111 HIGHWAY 10 SERVICE ROAD <br />SITE DETAILS <br />Sheet No. <br />RAMSEY, MINNESOTA 55303 <br />K.R. <br />K.R. <br />S.M.K. <br />N.T.S. <br />2501240 <br />7/09/2025 <br />EXH-2 <br />©2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. <br />