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

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BIOROLL/COMPOST LOG FLOW STAKE WITH TOP POINTING RIP RAP UPSTREAM (TYP) 2" _ B DEFLECTOR PLATE o 0 4 0 UPHILL SUBSOIL FABRIC/MATTIING MULCCH 1 o 0 SILT FENCE o p p OVERFLOW&CENTER OF FILTER ASSEMBLY GEOTEXTILE FILTER � o 0 0 0 o SIDE p SIDE 2 -OVERFLOW TOP OF CURB BOX o 0 0 FILTER SECTION iuiv Is-Is SLOPE SLOPE FABRIC �\ 10"FILTER ASSEMBLY o 0 0 0 6" OVERLAP (TYP) DOWNHILL \ A z- A 2" X 2" STAKE (TYP) \ o 0 0 POST CURB RIP RAP RIP RAP - - �2 SILT FENCE L PLAN VI E W PLAN BIOROLL/COMPOST LOG �� I� STAKE WITH TOP POINTING UPHILL - -I -III „ GEOTEXTILE FILTER 1=I�4H l _ - IMBED 6>> SUBSOIL I L I I Al,-.-1 FABRIC ANCHORAGE TRENCH SECTION A-A UPHILL BACKFILL WITH TAMPED CG3067 NOTE:NOT TO SCALE DOWNHILL NATURAL SOIL MINIMUM TRENCH NOTES: -- - - -- - - -- � 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 SHALL BE USED TO STABILIZE DISTURBED SOILS. THESE EXPOSED SOILS MUST BE STABILIZED IMMEDIATELY AFTER GRADING OF SOIL IS _ COMPLETE. ---- - HIGH-FLOW FABRIC MIRAFI FF101 2. A SKIRTING OF EROSION CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILLUSTRATED REGARDLESS OF SLOPE. HAND EXCAVATE TO PLACE 3. RIP RAP IS CLASS III PLACED 18"THICK. 1/3 OR 2" OF ROLL BELOW INSTALL AS PER FILTER FABRIC 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 MANUFACTURER'S INLET PROTECTION WIMCO OR EQUAL CASE MANNER. NO SCALE 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 NOTE: DIA.OF PIPE L GEOTEXTILE 18 DEPTH SPAN L GEOTEXTILE 18 DEPTH STAKE INTO GROUND WITH WOOD STAKES DRIVING STAKE 6" INTO GROUND AND (IN.) (FT.) FABRIC RIP RAP OF PIPE (FT) FABRIC RIP RAP NOTE: (SY) (CU.YD) (IN.) (SY) (CU.YD) PROTRUDING 2" ABOVE LOG SILT FENCE DETAIL THIS INLET PROTECTION SHALL BE USED IMMEDIATELY 12 8 19.6 4.4 22 10 25.6 6.1 WOOD STAKES ARE A MINIMUM 0.5" X 2" X 16" AND PLACED EVERY 1 ' UNLESS 15 8 20.8 4.8 28 12 33.2 8.5 PRECLUDED BY A ROCK FOLLOWING CURB & GUTTER CONSTRUCTION. INLET 18 10 25.6 6.4 36 14 41.5 11.2 NO SCALE PROTECTION SHALL REMAIN INSTALLED AND MAINTAINTED 21 10 27.4 1 7.1 43 16 50.5 14.3 WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A z4 12 33.4 9.2 51 18 57.5 16.9 MINIMUM OF 6" AND STAKE UNTIL ALL HOME CONSTRUCTION IS COMPLETE. 27 12 35.2 9.9 58 1 20 65.2 19.8 30 14 41.6 12.3 WOOD STAKES ARE DRIVEN THROUGH BACK HALF OF BIOROLL OR COMPOST LOG 36 16 50.5 15.8 AT 45° ANGLE WITH TOP OF STAKE POINTING UPHILL 42 18 57.8 18.7 48 20 66.5 22.2 APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: 1 - 2016 SILT FENCE 1 - 2016 INLET PROTECTION 9 - 2016 RIP-RAP 3 - 2016 BIO ROLL (COMPOST LOG) CITY PLATE No. CITY PLATE No. CITY PLATE No. CITY PLATE NoM921 . ERO- 1 ERO-2 ERO-3 ERO-4 Cn z Q w 1. ALL TREES TO BE PREMIUM QUALITY, NO "PARK � ct a THE PLANTING DEPTH OF EACH TREE GRADE" TREES ARE PERMITTED. o a (n WILL BE INSPECTED. ANY TREE PLANTED 2. AFTER INSTALLATION, TRIM OUT DEADWOOD AND/OR U z_ U T00 DEEPLY OR WITH 1ST PRIMARY DEFORMED TWIGS. DO NOT CUT LEADER. U o � J 3. AMENDED SOIL SHALL CONTAIN 5% ORGANIC MATTER z ,-, ROOTS BURIED WILL BE REJECTED. BY VOLUME. Q Q 0Q 4. DIAMETER OF HOLE SHALL BE 1-2' LARGER THAN Notes: THE DIAMETER OF THE ROOTBALL OR ROOT MASS. o O_j w I- 5. ORGANIC MATTER SHALL NOT BE BANKED AGAINST 1. INSTALLATION OF 4" OF TOPSOIL REQUIRED ACROSS ALL DISTURBED ® � LU� ~ THE STEM OR TRUNK OF THE TREE. a cc 0 w m w Uz 6. TREE SHALL NOT BE STAKED UNLESS IT IS N/410A. AREAS. ABSc� m w 7. ALL UTAGS,TELY NBANDS,4AND WRRY TO OESSOSHALL BE REMOVED o _j � N CO z 0 FROM THE TREE IMMEDIATELY AFTER PLANTING. G� S° N X Y � O :w� z 8. THE TREE SHALL BE WATERED AS NECESSARY TO FP 2. TOPSOIL IS DEFINED AS BLACK DIRT COMPOSED OF UNCONSOLIDATED 0 W a w U) w -0> PREVENT WILTING AND PROMOTE GROWTH. �J� OPT a a o f w w w-' D SHALL BE INSTALLED DEGEABLE AROUNDEALL N TUBE OR EQUIVALPLANTED ENT eo MATERIAL LARGELY UNDECOMPOSED ORGANIC MATTER WHICH IS J w X o Oz� ZP a a o :2a o z0 m �` (� --� 10. PULL BURLAP AWAY FROM TREE STEM. QJ0 a a a SUITABLE FOUNDATION FOR VEGETATIVE GROWTH. 0 Q ? L >- jUz w H II 11. STAKES AND GUY WIRES MANDATORY ONLY FOR B&B 0O< W U U �U can z / SITES AND ALL BARE ROOT TREES. ! � TREES WITH 4' CALIPER OR GREATER, ALL WIND PRONE C o 11 z o w w D_ww v c,, 12. COORDINATE STAKING TO INSURE UNIFORM °�sTR a a 3. THE COMPOSITION OF TOPSOIL SHOULD CONTAIN NO MORE THAN o w a0 Li o V) N Qu)Z � ORIENTATION 13. REMOVE OF Y WIRES OF STAKEROOT S, IF NECESSARY. THIRTY-FIVE PERCENT (35%) SAND CONTENT. XPOSE Q a o °°CoQ z o w of TOP OF 1ST SET OF PRIMARY ROOTS. 1ST SET OF PRIMARY ROOTS ARE AT FINISHED GRADE. NTR d N a cn cn o 14. AFTER SETTING ROOT BALL IN PIT, BACKFILL TO gNCF ° o N bi a z o a WITHIN 12" OF TOP OF ROOT BALL, AND WATER IN. CUT a a a a c' aUj WOW _ " AND REMOVE TO BACKFILL LINE ALL TWINE AND/OR a } a z�3r o BURLAP. BACK FILL UNTILL PIT IS FULL, WATER AGAIN. w W PULL EXCESSIVE SOIL OFF THE TOP OF BRANCH ROOT a �p� 0 cd o J J Z w a SYSTEM. IF SOIL IN ROOT BALL IS THE CONSISTENCY OF ri C14 N _- m m p Q OATMEAL DUE TO EXCESSIVE HANDLING, CONTRACTOR G� J� w 'n `r' SHALL STAKE THE TREE. GEOTEXTILE FABRIC �Q� 4 a o IS 0 N J (n Q 15. SHREDDED HARDWOOD MULCH - 1-4" DEPTH, 5' J 0 W J N _j z ��` DIAMETER. PULL AWAY FROM TRUNK OF TREE. Q a (/) ¢ a c� 16. BACKFILL WITH 1/2 NATIVE SOILS AND 1/2 PLANTING MINIMUM 6" DEPTH a o 0 m SOIL. MIX THOROUGHLY. SEE SPEC. 1"-2" WASHED ROCK L)i �t L4, H 17. GUY ASSEMBLY: 16" POLYPROPYLENE OR �I (Q, n o J w (� z POLYETHYENE(40 MIL) 1 1/2 WIDE STRIP- (TYP) DOUBLE N Li N Es`'' PHOTO DEGRADEABLE TREE - STRAND 14 GA WIRE & 3 STEEL STAKES OR SIGN n of 01 w TUBE STURDY STAKE POSTS@ 120 DEGREE o.C.. o � w C 0 18. GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES n 1 Uj FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB o z POSITION FOR THE DURATION OF THE GUARANTEE PERIOD. CK O 0 o a _ Z Z U cn o b\t cn o W _ _--- ___...------ SEE NOTES: Q � ��I 1El 11=1 11=1 11=1 I I�1=1 I I=III=I 1 -i- 6,11 ,12,14,17,18 NOTE: Cj 1 . MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY WIDTH, U 1�1=1�1=III=Ttt�-�� ii�Itt=III-III-III 2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO I-III-III=III-III=III= I =1I=III=III=III I=1I=III-III=III=III= I 1=1 11=1 11=1 11=1 I I-I 11= I I 1=1 11=1 11=1 11=1 I I: =1 I I-I 11=1 11=1 11=1 11=1 11= PUBLIC ROAD. M I I-I I I-I 11=1 I I-I 11=1 I I=�1 =I 11-1 11=1 I=1 11 =1 1=1 1=1 11=1 11=1 11=1 I I ,20 deg. 3. MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS o 11I=111=III=11= 11-111=- 11 -111=111-11,�111-III-III-III-III-III- 120 deg. MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND w 120 deg. =o " UNDISTURBED SOIL OR REINSTALLATION OF THE ENTRANCE AS NEEDED. Z N so Q COMPACKED SUBGRADE o mJ Ld o > o SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING Ln NOT TO SCALE z 0 0 APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS: wLn APPROVED: STANDARD DETAILS: 1 - 2016 ROCK CONSTRUCTION ENTRANCE 7 - 2019 TOPSOIL REQUIREMENTS N Q 5 - 1997Ci ty of : � TREE PLANTING w V CITY PLATE No. PARK-2 CITY PLATE No. 1 � CITY PLATE No. a , � ERO-5 ERO-6 ' PI NEERengineering 00-ENG-123074-SHEET-DYES-CITY CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS Revisions I hereby certify that this plan was prepared by /1,� Date �7N7 7� HARMONY FARMS (651)681-1914 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY DETAILS 8.10 3 0 Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OF www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA ©2023 Pioneer Engineering,P.A.