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

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(3 C N U O U) BKVN L 0 Crosswalk EXISTING Cr R 11 P a SIDEWALK WIDTH _ SIDEWALK MIN 10' 1l2" EXPANSION E O o INT SEE NOTE 5 3' TAPER FROM FULL CURB 3' TAPER FROM FULL CURB Architecture TO 0" HEIGHT AT SIDEWALK ° �TO 0" HEIGHT AT SIDEWALK `° Interior Design R=(SEE PLANS) o o CONTRACTION JOINTS 1/2 Landscape Architecture EXPANSION ° o EXPANSION Engineering SION ROW ROW ROW ROW JOINTS JOINTS cn 40' I 40' 33' -1 33' ° o 14' -�- 14' , CONCRETE cuRB 222 North Second Street VARIABLE 20'-22' 20'-22' VARIABLE 16.3 I rl6.3 AND GUTTER o 7 17 Long & Kees Bldg PLAN Suite 101 1 6' I MAX12.0%I �. . % 2� �. . I 220% 4. Minneapolis, MN 2,0% 2,07 2,0% 2,07 4,1 - MAx a� p = I VARIABLE SLOPE PER PLANS C= 41 MAX- ---- ------ SHOE FORMED INSERT A 4' 8 1 1/8> R ~__O J 55401 INSERT A I CURB _ , CROSSWALK E PLACED ❑N GUTTER' 0.10 612.339.3752 T PREPARED SUBGRADE I �I BSURFICACE +_ 1 �'0 INSERT A `► 0.10' www.bkvgroup.com .� N� 4" SHOE FORMED „ -ram � „ GUTTER' TYPE SP 9,5 WEARING COURSE MIXTURE (SPWEA340C) 8 MODIFIED CLASS 5 L,5` (SUBURBAN) 1 -0 AGGREGATE BASE BITUMIN❑US MATERIAL F❑R TACK C❑AT INSERT A. SEE NOTE 4 R CONSULTANTS 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) 1 .5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) .9 "` MIN, 4" M❑DIFIED CLASS 5 AGGREGATE BASE (2) BITUMINOUS MATERIAL FOR TACK COAT SECTION ON DRIVEWAY ■ N PLACED ❑N PREPARED SUBGRADEO DETAIL OF LIP 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) I m e, >>> Horn REFERENCE NOTES: MIN. 4" MODIFIED CLASS 5 AGGREG TE BASE O PLACED ON PREPARED SUBGRADE U O GRADE TO MATCH EXISTING SURFACE MINIMUM 4" COMMON T❑PS❑IL BORROW IN BOULEVARDS, NOTES: 3: SEE CITY PLATE No. ER❑-6 1 . PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION O CLASS 5 GRADATI❑N IS M❑DIFIED PER CITY PLATE No. STR-26 REFERENCE NOTES: JOINT. 2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. O CONTRACTOR SHALL SCARIFY AND COMPACT, ACC❑RDING TO THE SPECIFIED DENSITY METHOD, THE O GRADE TO MATCH EXISTING SURFACE MINIMUM 4" COMMON TOPSOIL BORROW, SEED AND MULCH IN ALL (SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) PROJECT TITLE TOP 12 INCHES OF MATERIAL PRI❑R TO PLACING ANY FILL MATERIALS OR CLASS 5 AGGREGATE DISTURBED AREAS. SEE CITY PLATE No. ERO-6 3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. BASE. O CLASS 5 GRADATION IS MODIFIED PER CITY PLATE No. STR-26 4. 8" THICK FOR COMMERCIAL DRIVEWAYS. HAVILAND FIELDS 0 ALL SIDEWALKS SHALL BE 6" THICK, 6' WIDE, PLACED ON PREPARED SUBGRADE, 5. 1/2" EXPANSION JOINT, 1/2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 O CONTRACTOR SHALL SCARIFY AND COMPACT, ACCORDING TO THE SPECIFIED DENSITY METHOD, THE TOP (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) O CONCRETE CURB AND GUTTER PER PLAN, SEE CITY PLATE No, STR-1, 12 INCHES OF MATERIAL PRIOR TO PLACING ANY FILL MATERIALS OR CLASS 5 AGGREGATE BASE. O m NOTE: NOT T❑ SCALE NOTE: NOT TO SCALE APPROVED: CITY PLATE STANDARD APPROVED: CITY PLATE No. STANDARD DETAILS: APPROVED: COMMERCIAL DRIVEWAY 0 3 - 2022 No. DETAILS: 3 - 2022 4 - 2016 CURBCUT STR-7 MSA STREET STR- 11 RESIDENTIAL STREET - � Ci ty of . � . � � � � ( CITY PLATE No. E BITUMINOUS CURB STR- 14 0- ill I I LO U) N � a 10, N m O /�N a �-- /� PROPERTY LINE 5, C6 a 10 0 MATCH EXISTING DRIVEWAY O �1.0' VARIABLE r 1.0' VARIABLE 1 I SAWCUT CURB REMOVED AND 6" CONCRETE WALK BITUMINOUS AND REPLACED 6.0' SIDEWALK THROUGH DRIVEWAY 27* 6.0 SIDEWALK CURB AND REMOVE U_ Lp 0) LLI _0 U m - � 0 Q AFTER BASE o SLOPE AS REQUIRED PATCH wo Q � INSTALLED 12 LU MIN. -I U a) MAXIMUM DRIVEWAY WIDTH 2O.0' 18" MIN. U0 3.0' FT. f 3.0' FT. (D -E L EXISTING CONCRETE CURB A r a 6" CONCRETE VARIABLE 111 I- I I -III- I 111 I III-III-I 11=1 I I- IF CERTIFICATION Q T O 01 OO 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) z U CONCRETE: a DRIVEWAY G REFER TO DETAIL STR-1 BITU INOUS PAV M NT TACK COAT DRIVEWAY FOR IL S O o _1 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) - Q 01 ELEVATION TO BE PROVIDED BY PLAN m 24" ENGINERER. `O 4" MODIFIED CLASS 5 AGGREGATE BASE U �4" CLASS 5 MODIFIED BASE L.L E 6 #4 REBAR ® 18" OC (TYP) 6- APPROVED SUBGRADE c6 N I- rY cn SECTION A A 3,4.. : F7 C� NOTES: z CONCRETE DRIVEWAY ENTRANCE `v 3-1/2 - 1 . BITUMNOUS SHALL BE SAWCUT AND REMOVED AFTER CURB IS O O 91 1 REPLACED. (� G a) NOTES: 5 T 5 - 2. CLASS 5 AND BITUMINOUS COURSES SHALL BE MECHNICALLY a 1 . PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION SECTION A-A COMPACTED. cn JOINT. 3. SEE CITY PLATE STR-26 FOR MODIFIED CLASS 5 SPECIFICATIONS. O DRAWN BY U Lm 2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. LL in (SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) CONCRETE VALLEY GUTTER CHECKED BY J 3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. O COMMISSION NUMBER 4. 6" THICK FOR RESIDENTIAL. 8" THICK FOR COMMERCIAL DRIVEWAYS AND ALLEYS. SHEET TITLE o 5. 1/2" EXPANSION JOINT, 1/2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 NOTE: TO BE USED WHENEVER CROSS DRAINAGE IS < 2% SLOPE z Q (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) o . SITE DETAILS APPROVED: STANDARD DETAILS: APPROVED: 10' CROSS GUTTER - APPROVED: STANDARD DETAILS: Q 2 2004 RESIDENTIAL DRIVEWAY 9 2011 3 - 2022 STREET PATCHING STANDARDS z m _ 5 a, of CITY PLATE No. CITY PLATE No. 1 CITY PLATE No. LU 2 STR-19 STR-20 STR-25 �_ SHEET NUMBER LLJ O U C410 Y � © 2024 BKV Group