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

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(3 C a) U O U) Q C c6 RIP RAP B KV _ Cr R 0 P a) - 12 11 E Y DEFLECTOR PLATE o 0 o SUBSOIL EROSION CONTROL 4 0 0 UPHILL FABRIC/MATTING/MULCH 1 1 SILT FENCE I+ OVERFLOW 1&CENTEROFFILTERASSEMBLY GEOTEXTILE FILTER o 0 0 0 o Architecture OVERFLOWt�2 -TOP OF CURB BOX � FILTER - � SECTION B-B o Interior Design FABRIC \� 10"FILTER ASSEMBLY Landscape Architecture DOWNHILL A �` � '� A Engineering .I.I'I'I*N'''N*If'I''f'I;t 2� POST \� CURB RIP RAP RIP RAP B 222 North Second Street SILT FENCE L�I Long & Kees Bldg a I I I I _ 1111 I , 1 , PLAN Suite 101 GEOTEXTILE FILTER '. IMBED 6�� I�I ' _ _ Minneapolis, MN SUBSOIL 55401 - - - T FABRIC ANCHORAGE TRENCH SECTION A-A 612.339.3752 CG 3067 NOTE:NOT TO SCALE E BACKFILL WITH TAMPED Y NATURAL SOIL MINIMUM TRENCH NOTES: WWW,bkVgrOUp.COm 6 wide by 6 deep 1. ON SLOPES 4:1 OR GREATER,ANCHOR OR STRAIGHT DISKED STRAW MULCH,SEEDED NETTING,GABRIC,OR MATTING SUCH AS EXCELSIOR a SHALL BE USED TO STABILIZE DISTURBED SOILS.THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL IS HIGH-FLOW FABRIC CONSULTANTS MIRAFI FF101 2. A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDLESS OF SLOPE. 0 3. RIP RAP IS CLASS III PLACED 18"THICK. A INSTALL AS PER FILTER FABRIC Ko 4. FOR PIPE GREATER THAN 48" DIAMETER OR 58"SPAN, QUANTITY OF GEOTEXTILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE BY lmley ))) Horn RECOMMENDATIONS 5. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIP RAP MATERIAL. N.T.S. RIP RAP AT RCP OUTLETS RIP RAP AT RCP-A OUTLETS DIA.OF PIPE L GEOTEXTILE 18"DEPTH SPAN L GEOTEXTILE 18 DEPTH NOTE: (IN.) (FT.) FABRIC RIP RAP OF PIPE (FT) FABRIC RIP RAP SILT FENCE DETAIL_ THIS INLET PROTECTION SHALL BE USED IMMEDIATELY 12 8 1(SY) (CU.YD) (IN.) (SY) (CU.9.6 4.4 22 10 25.6 6.1 PROJECT TITLE a) FOLLOWING CURB & GUTTER CONSTRUCTION. INLET 15 8 20.8 4.8 28 12 33.2 8.5 E 1s 10 25.6 6.4 36 14 41.5 11.2 NO SCALE PROTECTION SHALL REMAIN INSTALLED AND MAINTAINTED 21 10 27.4 7.1 43 16 50.5 14.3 0 24 12 33.4 9.2 51 18 57.5 16.9 UNTIL ALL HOME CONSTRUCTION IS COMPLETE. 27 12 35.2 9.9 58 1 20 1 65.2 19.8 HAVILAND FIELDS 30 14 41.6 12.3 COR INFILTRATION 36 16 5 .5 15. 0 42 18 57.8 18.7 FES 8 88 30 88 58 v 48 20 66.5 22.2 FES 8A 115 38 125 88 APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: L 0 1 - 2016 SILT FENCE 1 - 2016 INLET PROTECTION 9 - 2016 RIP-RAP 0- 1 City of City of k R"SEYCITY PLATE No. CITY PLATE No. MODIFIED: . CITY PLATE No. Q ERO- 1 ERO-2 5 - 2019 ERO-3 CO I Mai I 0 N in ry o BIOROLL/COMPOST LOG FLOW STAKE WITH TOP POINTING CV RIP RAP UPSTREAM (TYP) a c o ° �- i 12' im-M _LSUBSOIL EROSION CONTROL40 0 N FABRIC/MATTING/MULCH SILT FENCE o 0 LL - GEOTEXTILE FILTER Ii o 0 0 0 o SIDE o o SIDE 0' ° SECTION B-B SLOPE SLOPE o Sp. L7 6" OVERLAP (TYP) P�� ° Q A z A 2" X 2" STAKE (TYP) in �O LU 0 o 0 0 RIP RAP RIP RAP QJ °� U LU B ° ° CC'_ a SILT FENCE C I � �2, L PLAN VIEW ° ° �ti ° S TR�C U 12 rr ° T/O BIOROLL/COMPOST LOG STAKE WITH TOP POINTING UPHILL N FtiTR (D E GEOTEXTILE FILTER III 11�- -' =1 ( I- I O SUBSOIL �I L) � SECTION A-A UPHILL a DOWNHILL Sc, NOTE:NOT TO SCALE ° ��p CERTIFICATION p �� Q -_ �Lu G� � Z U NOTES: -- -_ _ _ __ -- -- _ GEOTEXTILE FABRIC ''` P�kd 0 N 1. ON SLOPES 4:1 OR GREATER,ANCHOR OR STRAIGHT DISKED STRAW MULCH,SEEDED NETTING,GABRIC,OR MATTING SUCH AS EXCELSIOR \ 45° _- - -_ �`,P� O Fn o SHALL BE USED TO STABILIZE DISTURBED SOILS. THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL IS __ MINIMUM 6" DEPTH N COMPLETE. - - - - 1"-2" WASHED ROCK O 0 E 2. A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDLESS OF SLOPE. : HAND EXCAVATE TO PLACE a U 3. RIP RAP IS CLASS III PLACED 18"THICK. 1/3 OR 2" OF ROLL BELOW m 4. FOR PIPE GREATER THAN 48" DIAMETER OR 58" SPAN QUANTITY OF GEOTEXTILE FABRIC AND RIP RAP WILL BE HANDLED IN A CASE BY ADJACENT GRADE SIDE VIEW V r cn CASE MANNER. NO SCALE � 5. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIP RAP MATERIAL. Z O G v RIP RAP AT RCP OUTLETS RIP RAP AT RCP-A OUTLETS NOTE: U m DIA.OF PIPE L GEOTEXTILE 18 DEPTH SPAN L GEOTEXTILE 18 DEPTH STAKE INTO GROUND WITH WOOD STAKES DRIVING STAKE 6" INTO GROUND AND NOTE: FABRIC RIP RAP OF PIPE FABRIC RIP RAP 1 . MINIMUMCONSTRUCTION ENTRANCE WIDTH UAL TO PROPOSED ROADWAY WIDTH. U a (IN.) (FT.) (SY) (CU. (IN.) (FT') (SY) (CU. PROTRUDING 2" ABOVE LOG cn 12 8 19.6 4.4 22 10 25.6 6.1 2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO O WOOD STAKES ARE A MINIMUM 0.5" X 2" X 16" AND PLACED EVERY 1 ' UNLESS LL DRAWN BY in 18 10 25.6 6.4 36 14 41.5 11.2 PRECLUDED BY A ROCK a) 3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS CHECKED BY 21 10 27.4 7.1 43 16 50.5 14.3 WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A J 24 12 33.4 9.2 51 1s 57.5 16.9 MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND COMMISSION NUMBER 0 27 12 35.2 9.9 58 20 65.2 19.8 MINIMUM OF 6 AND STAKE REINSTALLATION OF THE ENTRANCE AS NEEDED. O -0 30 14 41.6 12.3 WOOD STAKES ARE DRIVEN THROUGH BACK HALF OF BIOROLL OR COMPOST LOG z SHEET TITLE o 36 16 50.5 15.8 AT 45° ANGLE WITH TOP OF STAKE POINTING UPHILL J 42 18 1 57.8 1 18.7 1 EROSION AND Q o NOT TO SCALE SEDIMENT O -Z APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: CONTROL DETAILS 9 - 2016 RIP-RAP 3 - 2016 BIO ROLL (COMPOST LOG) 1 - 2016 ROCK CONSTRUCTION ENTRANCE z CITY PLATE No. CITY PLATE No. CITY PLATE No. LU ° ERO-3 ERO-4 ERO-5 SHEET NUMBER I W = � n C302 Y � © 2024 BKV Group