Agenda - Council - 05/27/2025 - Laserfiche WebLink

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PAVEMENT DROP CURB LA RAIN GUARDIAN PRE-TREATMENT (SEE DETAIL) I I I GRASS PRE-TREATMENT STRIP UNDISTURBED, UNCOMPACTED SOIL * PLANTING MEDIUM 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST * ONSITE SOILS TO BE UTILIZED TO THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. INFILTRATION BASIN PLANT W/ MnDOT SEED MIX 33-261 W/ EROSION CONTROL BLANKET iI III III III III III-1 RAIN GUARDIAN DETAIL RAIN GUARDIAN TURRET U.S. PATENT 8,501,016 CURB -CUT (WIDTH VARIES) CONCRETE INLET INSURMOUNTABLE CURB FACE Io GUTTERLINE CLASS 5 AGGREGATE SUBSOILS INLET CURB r• ■N ■■M■ ii❑❑t■lfii LOLLS MOM ■i■■ ❑ ❑ ■mEDD ❑❑❑ i E C ❑•�i ❑ =ODD DOD 000000 DOD ■■• L MOOD ■ 1 ❑ ❑ ❑ nnnnl ❑❑O rn ❑O❑ 3'-10" RAIN GUARDIAN TURRET PLAN VIEW -RAIN GUARDIAN TURRET INLET SCARIFY UPPER 24" OF EXISTING SAND BACK OF CURB INSURMOUNTABLE CURB FACE RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH FILTER RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) TOP FIBERGLASS GRATE HIGH VOLUME OVERFLOW INLET.CURB 5a �L a SITE SPECIFIC • " 5" SITE SPECIFIC AlumNiro 10.5" 4 1'-3.5" REMOVABLE' FILTER -0.1 • WALL A 1'-1.75" PRIMARY OUTLET - t "b 4 °CONCRETE PAD RAIN GUARDIAN TURRET CROSS-SECTION VIEW GUTTERLINE BASIN BOTTOM 6" 4" \\\\\\\\\\\\\\\\\\\\\ %/////////// d mamomamamoma 1 E111-111E111-111 111-1 1 1-1 1 1-1 INSERT A: 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) MIN. 4" MODIFIED CLASS 5 AGGREGATE BASE O PLACED ON PREPARED SUBGRADE REFERENCE NOTES: 0 GRADE TO MATCH EXISTING SURFACE MINIMUM 4" COMMON TOPSOIL BORROW IN BOULEVARDS. SEE CITY PLATE No. ERO-6 O CLASS 5 GRADATION IS MODIFIED PER CITY PLATE No. STR-26 O CONTRACTOR SHALL SCARIFY AND COMPACT, ACCORDING TO THE SPECIFIED DENSITY METHOD, THE TOP 12 INCHES OF MATERIAL PRIOR TO PLACING ANY FILL MATERIALS OR CLASS 5 AGGREGATE BASE. ® ALL SIDEWALKS SHALL BE 6" THICK, 6' WIDE, PLACED ON PREPARED SUBGRADE. O CONCRETE CURB AND GUTTER PER PLAN. SEE CITY PLATE No. STR-1. TABLI A 0D PN - 3 CLASS ', SPF CIF- CATIONS PASSING " 100 3/4" 90 - 100 3/8"0 - 80 VD_ 35 - 70 Nal 20 - 60 No..(1-0 10 - 35 0.00 5 - 10 NO i DES: 1 THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT IN ACCORDANCE WITH THE PROVISIONS IN TABLE A. 2, IF TIME AGGREGATE BASE FAILS TO MEET THE REOLJIREMENTS OF TABLE A THE MATERIAL CAN BE CORRECTED IN PLACE OR REMOVED AND REPLACED WITH I;rATERIAL THAT MEET THE REQUIREMENTS OF TABLE A. 3 IN THE EVENT THAT RECYCLED MATERIAL IS USE IT MUST MEET MNDOT REQUIREMENTS FOR RECYCLED BASE. APPROVED! S IA IilhiWL1 DE T iIL7 - 2d 3 M EIFIED CLASS 5 City of I SPECIFICATIONS LR.A.ASEYI CIT'� PLATE Ne, STR-26 NOTES: 7. FjINMINOUS SHALL BE SAWCLT MD REMDVE0 2. CLASS 5- AHD HITUMINGLIS COURSES S A{1 BE MECHANICALLY CCMPACTEO, 3. SEE CITY PATE STR-26 FOR MODIFIER CLASS 5 5PECLFICATI,JNS, PRGTO ED Err PAVEMENT SAYUT lin PAVE VINT MIILBIT. PAVEMENT 2' WOE X 1.5" DEEP. BIT. PAVEMENT REMOVE BIT PAVEMENT 1.5" TAPE SP S S WEARING CODRSE MIX1URE ISP'MEA340CI TAR COAT TYPE SLR 12.5 NON WEARING COURSE MIXTURE ISPNW1i130G1, 4" MODIFIED CLASS 5 AGGREGATE -r PLACED ON AePncivEtI 54)56 RADE 'STEP 1. PLAN VIEW SAwCILF PAVIE0,4ENI ilFLALLDEPTX} MILL d' WIDE X 1 5" DEEP Hi9Y1 VYE I5.I! - pAVrMEry SAWCIJT jfULL DEPTH) MILL BIT PA'4AL:ME1AT,- EXISTING VT PAVEMENT STEP 2- PAVE SASE COURSE PAVE WEARING EO1JRSE, INCLLIDING MILL ARC . SECTION VIEW Ek1571NGAGGRE6a-E 64.5E €AUST1N6 BhT PAVEMENT NOTE: NOT TO SCALE APPROVE d; 3 - 2D17 city of ((- R I SEY CITY PLATE Nc. STR-31 STANDARD DETAILS. STIKET TIE --IN 24' - PRIVATE STREET (STREET C) NOTE: NOT TO SCALE BOC CD 4'.AMP '. PLACED ON PREPARED SUBGRADE BOC 4..A PLACED ON PREPARED SUBGRADE (SURM.) TC = + 0.08 (B618) TC = + 0.25 ROW M 4'. VARIABLE BOC IT-6' 2.0% MINIMUM 24' 2.0% BOC 2.0% INSERT A (SURM.) TC = + 0.08 (B618) TC = + 0.25 24' - PRIVATE STREET (STREET B) NOTE: NOT TO SCALE PLACED ON PREPARED SUBGRADE MINIMUM 24' 2.0% INSERT A 2.0% 4'. BOC (SURM.) TC = + 0.70 (B618) TC = + 0.87 32' - URBAN STREET NOTE: NOT TO SCALE MINIMUM 31' 2.0% INSERT A 2.0% 4'. PX BOC ROW - VARIABLE- 2.0% PX (SURM.) TC = (B618) TC = + 0.17 INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2'x3' HDPE FRAME INSERT OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES INFRASAFE - 27" DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES 2X3 HDPE FRAME INSERT HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS EMERGENCY OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801) FRAME CASTING CARLSON `` ENGINEERING ENGINEERING SURVEYING PLANNING 3890 PHEASANT RIDGE DR NE SUITE 100 BLAINE, MN 55449 TEL 763.489.7900 FAX 763.489.7959 CARLSON - EN G IN EER IN G.CO M I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Print Name: Brian J. Krystofiak, P.E. Signature:_1� Date: 12/6/22 License #: 25063 Drawn: ADB Designed: BJK Date: 12/6/22 Revisions: 1. 3/27/24 Revise to SOG per Owner 2. 4/29/25 Revise Building Plan per Owner LGI HOMES - MINNESOTA, LLC 2850 Cutters Grove Ave., Suite 207 Anoka, Minnesota 55303 RIVENWICK VILLAGE 4TH ADDITION Ramsey, Minnesota DETAILS 3 of 4 rSave Date: 04/29/251 f:\lobs\7821 - 7840\7835-02 nvenwick 4th addition\cad cad\engineering\final plans\grading\7835-02_detail.dwg 7835-02