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<br /> EXISTING CONDITIONS MINNEAPOLIS, MN 55416-3791
<br /> PH. 763-475-0010
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<br /> 12.0 — _12.0, -=.• — o . . _ BRICK PAVERS 2214 FIFTH STREET, UNIT 3,
<br /> CD c — — — R.O.W. DEDICATION � WHITE BEAR LAKE, MN 55110
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<br /> AND TRAFFIC ARROWS, — — —
<br /> 1 ° / FIELD VERIFY PARKING LOT POLE LIGHT
<br /> 18.0, OT 2 — ® METAL TREE GRATE
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<br /> 24.0' L ' '
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<br /> 16' x 14' TRASH I N SURE �, 1 6 PARKING SPACES PER ROW
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<br /> FLOOD PLAIN 928.651 (TYP.) ` � �WL —\4` • ``�' � �' - � _ z 2
<br /> EDGE OF ICE MEASURED ON
<br /> 12-05-19 — — SEASONAL OUTDOOR EXPOSED BUILDING ` _ CERTIFICATION
<br /> ICE ELEVATION - OHWL BAR LOCATION FOUNDATION WALL AT EGG �� I hereby certify that this plan, specification, or
<br /> �� ` x supervisionr and that b am a duly Licensed926.651 LAKE /WETLAND SIDE, — prepared y y
<br /> EDGE OF DELINEATED BELOW BOARDWALK/ Professional Engineer under the laws of the
<br /> DOCK (SOUTH) WETLAND DECKING (TYP.) / State of Minnesota.
<br /> WALKWAY 8'X63' x
<br /> 5'X5' HEAVY DUTY CONCRETE EGG LAKE WL �
<br /> END 12 X14 DOCK (CENTRAL) �CENTERED AT STORM DRAIN INLET IN ^WL _ `
<br /> (TOTAL LENGTH 75') 'x63' ) ` CC) r� x
<br /> PERMEABLE BITUMINOUS PAVEMENT WALKWAY 8 / C x Signature Name:
<br /> END 12'X14' ` o Cf) MICHAEL C. AARON
<br /> (TOTAL LENGTH 75') \�� / z z Print Name:
<br /> Date: XXXXX Lic. No.: 25721
<br /> ISSUE RECORD
<br /> / C_ x NO. DATE DESCRIPTION
<br /> SITE NOTES SIGNAGE AND STRIPING NOTES O SITE KEY NOTES r �'
<br /> A ``�`.� / 3 � z 0 10-22-2021 CITY SUBMITTAL
<br /> 1. ALL TRAFFIC SIGNS PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL A. BITUMINOUS PAVEMENT- MATCH INTO EXISTING ♦ /
<br /> 1 03-18-2022 CITY RESUBMITTAL
<br /> 1. SEE EXISTING CONDITIONS AND REMOVAL PLAN, ALONG WITH ANY RELATED SURVEYS FOR ♦ � �
<br /> DETAILS ON PROPERTY BACKGROUND INFORMATION. CONFORM TO THE STANDARDS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC B. CURB AND GUTTER- MATCH INTO EXISTING
<br /> �
<br /> 2. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION ON BUILDINGS MONUMENT CONTROL DEVICES (MMUTCD), OR AS NOTED OTHERWISE. C. CONCRETE CURB AND GUTTER- B612
<br /> SIGNS TRASH ENCLOSURES AND OTHER RELATED ITEMS. VERIFY WITH ARCHITECTURAL
<br /> 2. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE TWO COATS OF PAINT.
<br /> PLANS THE EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, TRUCK CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE D. CONCRETE CURB AND GUTTER- B618(WITHIN PUBLIC ROW) ♦ .` a . Q
<br /> DOCKS/SERVICE, AND OTHER RELATED BUILDING ITEMS. (TWO COATS). E. PEDESTRIAN CURB RAMP- PUBLIC(SEE MNDOT STANDARD PLANS,SHEETS C5.4-C5.6) ��'!�` /
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<br /> 3. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN 3. ACCESSIBLE PARKING SIGNS AND MARKINGS PER LATEST ADA CODE AND REQUIREMENTS. F. PEDESTRIAN CURB RAMP- PRIVATE (SEE DETAILS,SHEET C5.6)
<br /> PREPARED BY OTHERS FOR SITE LIGHTING LOCATIONS, DETAILS AND PHOTOMETRICS. CONTRACTOR SHALL PAINT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN EACH
<br /> DESIGNATED ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER (TWO COATS G. TRAFFIC SIGNAGE-ACCESSIBLE PARKING SIGN (137-8m)AND VAN ACCESSIBLE SIGN (R7-8b) PER MINNESOTA .�
<br /> 4. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF CONCRETE, OR EXTERIOR FACE OF OF PAINT). CONTRACTOR SHALL PAINT THE WORDS "NO PARKING" IN EACH ACCESSIBLE BUILDING CODE, POST,SURFACE MOUNT �� •� i
<br /> BUILDING, UNLESS NOTED OTHERWISE. ISLE ADJACENT TO AN ACCESSIBLE SPACE IN WHITE LETTERS MINIMUM 12" H. TRAFFIC SIGNAGE-STOP SIGN (R1-1, 30 ), POST,GROUND OR SURFACE MOUNT IN HEIGHT. ��A
<br /> 5. ALL CURB RADII SHALL BE 5.0 FEET (TO FACE OF CURB), UNLESS OTHERWISE NOTED. SIGNS TO BE LOCATED AT THE HEAD OF THE PARKING SPACE. SEE ACCESSIBLE PARKING �� �n x ® _ PROJECT INFO
<br /> DETAILS. I. TRAFFIC SIGNAGE-BEGIN ONE-WAY(R6-6, 24 X30 ), POST, SURFACE MOUNT , /
<br /> 6. ALL CURB AND GUTTER SHALL BE CONCRETE B612 UNLESS OTHERWISE NOTED. J. TRAFFIC SIGNAGE-ONE-WAY DO NOT ENTER R6-2a 18"X24" POST SURFACE MOUNT ` ' DRAWN: N. SCHAUFENBUEL
<br /> 4. ALL SIGNS SHALL INCLUDE MOUNTING HARDWARE, POST, CONCRETE FOOTING AND ( )' ` I / FONDANTAVE IN7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CASING WHERE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS ' DESIGNED: N. SCHAUFENBUEL
<br /> K. PAVEMENT MARKING -ACCESSIBILITY SYMBOL/"NO PARKING"/ACCESS AISLE CROSS HATCH POST,SURFACE
<br /> CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS, NOT PROTECTED BY CURB. '
<br /> MOUNT,SEE DETAILS CHECKED: P. SCHROEDER
<br /> AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF
<br /> THESE DEVICES SHALL BE APPROVED BY THE CITY PRIOR TO PLACEMENT. TRAFFIC CONTROL 5. IF NOTED, ALL STOP SIGNS SHALL INCLUDE A 12" WIDE PAINTED STOP BAR IN WHITE PAINT L. PAVEMENT MARKING -TRAFFIC ARROW SYMBOLS (WHITE PAINT) 0 PROJECT NO: 14356.00
<br /> DEVICES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS, (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM
<br /> OR AS APPROVED. CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN M. PAVEMENT MARKING -4" WIDE STRIPING (WHITE PAINT) ' i / 3 ��u _ ouo SHEET TITLE
<br /> 8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE LANES TO THE CURB.
<br /> RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, OR AS NOTED. PAVEMENT AND 6. ALL SIGNS SHALL BE PLACED 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE NOTED. ^� �i
<br /> OTHER IMPROVEMENTS TO ADHERE TO ALL AMERICANS WITH DISABILITIES ACT (ADA) �� `w N i
<br /> REQUIREMENTS FOR ACCESSIBILITY, INCLUDING SLOPE. CONTACT ENGINEER IMMEDIATELY �,c� PHASE 1 - SITE PLAN
<br /> INVOLVING ANY DISCREPANCIES. -- � ,
<br /> 9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
<br /> CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
<br /> ADJACENT PROPERTIES. '
<br /> 10. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING. L` SHEET
<br /> 11. CONTRACTOR SHALL PROVIDE ALL SITE GOVERNMENTAL PERMITS AND FEES. 0 30 60
<br /> SCALE IN FEET
<br /> C281
<br /> 1 " = 30'
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