Agenda - Parks and Recreation Commission - 05/09/2024

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(3 C N U O cn En 1 /2" R 6" DISTANCE TO VARIABLE PROPERTY LINE 3 R — o SLOPE 1 /2„ R — — '— — —'— ... . ..— �Cx R 0 P BKV 3 4" PER FT 1 /2" R (URBAN) MIN. 1 ' O )/2" EXPANSION BACK OF WALK E 7 JOINT SLOPE 1 /2" R ' g jL5 1 3 4"PER FTC 6° 6 a . ' Architecture E I I 1:5r g 18 — LO j� i REMOVE CROWN PER PLAN i i. d Q i Interior Design Landscape Architecture MnDOT B618 W W W A ;� ; A Engineering (URBAN) 10" 16 VARIABLE ; BOULEVARD PERK y tn I� PLANS y I I � I'llI BACK OF CURB DRIVEWAY FOR B 618 CONCRETE CROSS GUTTER I CONCRETE CROSS GUTTER ' cli w 222 North Second Street AREA I EXTEND REBAR MIN. 18" I AREA Long & Kees Bldg a 1 /2" 6" DISTANCE TO VARIABLE I� INTO DRIVEWAY FLARE II PLAN Suite 101 3 R 1 /2" R A I Minneapolis, MN = SLOPE o � 1 �� — — — — _� _� — — — — _, Y2" STEEL BULLNOSE 55401 3 4 PER FT EDGES AND ALL JOINTS 6" THICK UNREINFORCED A 612.339.3752 E z O3 a CONCRETE WALK EXPANSION JOINTS a /Y.,.. a.a. .. ' a vvww.bkvgroup.com O CROSS GUTTER AREA INTEGRAL 12 ~ . N CAST WITH CURB I I I I I I , PREPARED SUBGRADE MnDOT B612 coPLAN CONSULTANTS o (URBAN) 7" 3/4"P�, 3��—. SECTION A—A oKolmley ))) Horn #4 REBAR 181, 18"L NOTE: 31/2" 17 1 2" 10 1 2" 1 1 2 1 BROOM FINISH CONCRETE WALK SURFACE ° SECTION A-A SURMOUNTABLE NOTE:NOT TO SCALE O MAXIMUM 100 FOOT SPACING BETWEEN EXPANSION JOINTS NOTES: PROJECT TITLE E NOTES: 3O 1/2 EXPANION JOINT MEETING MNDOT SPEC 3702. PROVIDE ONE PIECE 0 1 . ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1 .5" BY 24" IN FRONT OF THE 1. WITH REMOVAL OF EXISTING CURB AT A STREET, MILL BITUMINOUS TO A DEPTH OF 1.5"AND A WIDTH OF FILLER FOR THE ENTIRE DEPTH AND WIDTH OF THE JOINT HAVILAND FIELDS REPLACEMENT CURB. OF 18" IN EXISTING STREET. 2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE 2. TO BE USED WHENEVER CROSS DRAINAGE IS< 2%. o REPLACEMENT CURB. 3. CONCRETE CURB AND GUTTER SHALL BE CAST INTEGRAL WITH CONCRETE CROSS GUTTER AREA. NOT TO SCALE 4. CONCRETE CURB AND GUTTER SHALL BE PAID SEPARATELY FROM CONCRETE CROSS GUTTER AREA. APPROVED STANDARD DETAILS APPROVED STANDARD DETAILS APPROVED: STANDARD DETAILS: L 0 1 — 2016 CURB AND GUTTER 3 — 20170- Ci ty of CROSS GUTTER 10 — 2015 CONCRETE SIDEWALK E CITY PLATE No, 1 CITY PLATE No. CITY PLATE No. STR-1 STR-2 STR-3 E12 ° LO ° cn N � ry 0 N � MAILBOX mm L VJ 0cn L U J_ L ° z m 0 J 2 — 2" X 6" a u) ( 1 FRONT, 1 BAC ) 00 w 0- (j � o 2 R❑W B❑C B❑C ROW ROW ROW I I W Q VARIABLE VARIABLE 4 X 4 WOOD POST v 1, Ln MINIMUM 32' j�8' 14' 14' 8'�j a 6 M AX 2' 2' o 2 0� 2.07 4.1 DITCH DITCH 2.07 j 2,0% � I 2.0% 2.0% MAX_ — - _ - ° 4 - 4;1 j q,1 41 4,1 - 36" MIN BURY a INSERT A i ® ` " INSERT A - CERTIFICATION PLACED ON v PREPARED SUBGRADE I Z C), INSERT A NOTE: NOT T❑ SCALE O ._ cn INSERT A: (D ° 1,5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) TEMPORARY MAILBOX 0 C 1,5" TYPE SP 9,5 WEARING COURSE MIXTURE (SPWEA340C) U O %� BITUMIN❑US MATERIAL FOR TACK COAT ----BITUMINOUS MATERIAL FOR TACK COAT `O �' L 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) °' � 2„ TYPE SP 12,5 NON WEARING COURSE MIXTURE (SPNWB330C) O G \ MIN, 4" M❑DIFIED CLASS 5 AGGREGATE BASE 2 NOTES: 4" M❑DIFIED CLASS 5 AGGREGATE BASE O O cn PLACED ❑N PREPARED SUBGRADE 3O PLACED [IN PREPARED SUBGRADEO MAILBOX LOCATIONS SHOULD BE STAKED BEFORE INSTALLATION FOR PROPER HEIGHT AND DISTANCE FROM THE ROADWAY. ONCE STAKED THE c� Z J REFERENCE NOTES: INSTALLER MUST NOTIFY THE CITY ENGINEER AND THE POST OFFICE. THE REFERENCE NOTES: O�, O GRADE TO MATCH EXISTING SURFACE MINIMUM 4 COMMON TOPS❑IL BORROW, SEED AND MULCH IN ENGINEER AND POSTMASTER/ MAILCARRIER WILL BE ALLOWED 48 HOURS UGO n GRADE T❑ MATCH EXISTING SURFACE MINIMUM 4 COMMON TOPSOIL BORROW IN BOULEVARDS, TO REVIEW AND MODIFY THE STAKED LOCATIONS PRIOR TO FINAL cn SEE CITY PLATE No. ER❑-6 ALL DISTURBED AREAS, 2 Q SEE CITY PLATE No, ER❑-6 INSTALLATION. O CLASS 5 GRADATION IS M❑DIFIED PER CITY PLATE No, STR-26 MAXIMUM DITCH DEPTH FOR 8FT OFFSET IS 2,4FT BELOW CENTER LINE ELEVATION, O U C INCREASE OFFSET FOR DEEPER DITCHES, PROVIDE DRAINAGE AND UTILITY EASEMENT OVER OTHER MAILBOX SUPPORT DESIGNS MAY BE USED UPON APPROVAL BY LL DRAWN BY O CONTRACTOR SHALL SCARIFY AND COMPACT, ACC❑RDING TO THE SPECIFIED DENSITY METHOD, THE DITCH OUTSIDE OF ROW, CHECKED BY J TOP 12 INCHES OF MATERIAL PRIOR TO PLACING ANY FILL MATERIALS OR CLASS 5 AGGREGATETHE CITY ENGINEER. O COMMISSION NUMBER o BASE, O CLASS 5 GRADATION IS M❑DIFIED PER CITY PLATE No, STR-26 -0Q ® ALL SIDEWALKS SHALL BE 6" THICK, 6' WIDE, PLACED ON PREPARED SUBGRADE, ALL MAILBOX SUPPORTS MUST BE CRASHWORTHY AND MEET MINNESOTA Z SHEET TITLE 0 0 O CONTRACTOR SHALL SCARIFY AND COMPACT, ACC❑RDING TO THE SPECIFIED DENSITY METHOD, THE RULES, 8818, U.S. POST OFFICE AND FEDERAL HIGHWAY ADMINISTRATION O CONCRETE CURB AND GUTTER PER PLAN. SEE CITY PLATE No, STR-1, TOP 12 INCHES OF MATERIAL PRIOR TO PLACING ANY FILL MATERIALS OR CLASS 5 AGGREGATE oBASE. (FHWA) STANDARDS AND RECOMMENDATIONS. SITE DETAILS 0 -Z N❑TE: NOT TO SCALE APPROVED; CITY PLATE STANDARD APPROVED: CITY PLATE STANDARD APPROVED: STANDARD DETAILS: Q 5 3 — 2022 No. DETAILS: 3 — 2022 No. DETAILS: 9 — 2011 NESTED MAILBOX CLUSTER z o STR-5 32' — URBAN STREET STR-6 28' — RURAL STREET CITY PLATE No. SHEET NUMBER UI U MIR I MIR, I I I I STR- 1 0Uj J n C409 Y � © 2024 BKV Group