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<br />° - - - - - SITE LAYOUT NOTES: i i S; to
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<br />/• / 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING
<br />CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, G R O U P
<br />EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL CMI Engineering • S-eyle0' Landscape Amhlleclme
<br />LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF 401 W. 35th Street, Suite 200
<br />„°°°: °Qa° '"909° /'/ //•/ CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. S, Louis Park, MN 55416
<br />ADJUSTMENTS TO THE LAYOUT SHALL 8E APPROVED BY THE ENGINEERILANDSCAPERRCHITECT PRIOR TO
<br />civilsitegroup.com 612-615-0060
<br />1 / INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
<br />°°., 90' „°ss °°°`�.° �`�'°° ° / //•/ 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A
<br />RIGHT-OF-WAY AND STREET OPENING PERMIT.
<br />THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO
<br />INSTALLATION OF SITE IMPROVEMENT MATERIALS.
<br />4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR
<br />REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
<br />10, \ks°9.° L 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE
<br />APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE
<br />ENGINEERILANDSCAPE ARCHITECT.
<br />a°s., /•�o^°/ //' 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE
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<br />s • •°°a., / v4"� � 7?x0 •/ // `�\ FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
<br />7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY
<br />THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT
<br />/• _0 14+Op MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,
<br />/ A �M s° -� /^ 15+00, \ BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE
<br />`+ =°yam to RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
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<br />p �wuxxr agN RED / / / •� �\ \ 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE
<br />WITH A.D.A. REQUIREMENTS -SEE DETAIL.
<br />/ mo •/ / WETLAND a ?/ /��I �" / ",', �7j10 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE E WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN
<br />j COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. J
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<br />,8x0 \ sa 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. I _
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<br />'/ 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. N
<br />7
<br />// s ° L 6P N _ / • / • �/' WETLANDA 79 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO Z
<br />/INi,x J
<br />/ % . / 0 SITE IMPROVEMENTS. L0
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<br />°'•W WETPNNliB Xe / ,tee- +`\ \\., Q z
<br />13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
<br />,/ / ' �, •„ \ /� /' `\�� p ° 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. NO I- Q
<br />��, s ON -STREET PARKING ON PRIVATE ROADS. L 0W Z_
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<br />/! -►'- \ \ aE .>'=E / a�` u. ,.� 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. w� LU
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<br />/ / , 1PMPN CE EN- 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT ♦ ^ Z W
<br />wnOTA P wETLANDA \°\�� 1\1\\ �m SECTIONS. v Q >
<br />\ ; \ // • / % \ 1' \ `Y�--c- - - - 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE Z a
<br />2.
<br />_ / j \ \ \ \ \ \ \ �, ourtoT A Z2+00 ` 23+00 124+00 , 25+00 DRIP LINE. SEE LANDSCAPE DOCUMENTS. C0 W Z
<br />µeCmPepRiO--- `mil` , `vAO \\\�\\\ �° u.� CITY OF HUGO SITE SPECIFIC NOTES: Q 00 o
<br />A< ei 1. RESERVED FOR CITY SPECIFIC NOTES.
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<br />OPERATIONAL NOTES: SITE PLAN LEGEND: W
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<br />w xie,,m: aR I SNOW REMOVAL: LIGHT DUN BITUMINOUS PAVEMENT. SEE O
<br />GEOTECHNICAL REPORT FOR AGGREGATE BASE 8 a
<br />e� II ( I ALL SNOW SHALL OCCUR ON SITE. WETLAND A IP ra,s I•'I I I- - T - TRASH REMOVAL: WEAR COURSE DEPTH, SEE DEATIL. I HEREBY CERTIFY THAT THIS PLAN,
<br />u. ouiLOTALLW I SPECIFICATION, OR REPORT WAS
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<br />I VEHICLE CONCRETE, COORDINATE WITH CITY. BY HATER My DIRECT
<br />TRASH REMOVAL SHALL OCCUR: PER MANAGEMENT.
<br />..\ SUPERVISION AND
<br />THAT AMA DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />ST.l eDELIVERIES: M \ I II O UNDER THE LAWS OF THE STATE OF
<br />1e� r _ ° I DELIVERIES SHALL OCCUR FRONT DOOR PUBLIC SIDEWALK, COORDINATE WITH CITY MIANESOTA.
<br />m \1`•, ° Px I CONCRETE PAVEMENT AS SPECIFIED PAD OR WALK
<br />SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE Ma ew R. Pavek
<br />I -T.
<br />$" I - - 8 CONCRETE DEPTHS, SEE DETAIL. DATE 11/10/2020 LICENSE NO. 44263
<br />e„A \ I - - - - - - PROPERTY LINE
<br />R M M M R CONSTRUCTION LIMITS ISSUE/SUBMITTAL SUMMARY
<br />DATE DESCRIPTION
<br />_________ ______ CURBAND GUTTER -SEE NOTES(T.O.)TIP OUT 12.21.2121 AN EN°NENTTO vu0
<br />TO GUTTER WHERE APPLICABLE -SEE PLAN w.11.2121 GIT. NE.SuaNlTra<
<br />00TLDTA WETIANOA
<br />TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
<br />SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.
<br />HC=ACCESSIBLE SIGN
<br />- NP= NO PARKING FIRE LANE
<br />/ST=STOP
<br />/ \ - I CP = COMPACT T IAA PARKINGWALK SIGN
<br />' / s e u� J iR°c*ONWTMcryµO PCW=PEDESTRIAN CROSS WALK SIGN PER MMUTCD
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<br />SITE AREA TABLE'
<br />/„*`° ,°eu mm I vaovoseo aua°INc nP Tea '"` SITE AREA CALCULATIONS
<br />d�arw \ cxsmw,nxul.n�,l € ",".„,,,,,°"c, EXISTING CONDITION PROPOSED CONDITION
<br />��°� BUILDING COVERAGE OSF 0.0% 70,4505E 9.2% DRAWN BY: KT, ND, JD REVIEWED BY: PS
<br />/ / I ALLPAVEMENTS 0SF 0.0% 117,377 SF 15.3% PROJECT NUMBER: 19296
<br />ei° I' ALLNON-PAVEMENTS 767,264 SF 100.0% 579,437 SF 75.5% REVISION SUMMARY
<br />_ I• Aglecppc. DATE DESCRIPTION
<br />SS1�aaWW TOTAL SITE AREA 767,264 SF 100.0% 767,264 SF 100.0% 20.03.11 site Tate u date
<br />I •\��\ /' '-'-'T----------/ -- ---Z 6 SLc�m IMPERVIOUS SURFACE
<br />I srowcF,,w. \TI EXISTING CONDITION OSF 0.0%
<br />/. , , 5 Ir N° PROPOSED CONDITION 187,827 SF 24.5%
<br />ry"°XT DIFFERENCE (EX. VS PROP.) 187,827 SF 24.5% OVERALL SITE PLAN
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<br />40'-0" 0 80'-0" ° GOvveiGNT CIVIL SITE Gvouv INC.
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