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SUBGRADE CORRECTION SLAB ON GRADE BOC NO SCALE VARIES TYPICAL IRRIGATION SERVICE VARIES 72' I INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE (NOT TO SCALE) ,(FRONT SETBACK) FINISHED GRADE GRADING GRADE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS IS G S' 3' 10 .2'TOPSOIL 7p' , 1.0' I 0.5'MIN.TOP OIL HDPE INSERT BASKETS ------- ----- - -- ----- ----- -------- SHOWN W/OUT FILTER BAGS u 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 0.5'TOPSOIL GRADING GRADE am EXTEND IRRIGATION SERVICE& VARIES BLOWOUT LINE 3'ABOVE GRADE 30 PROPOSED FINISHED GRADE 2'x3'HDPE FRAME INSERT &CAP.MARK W/STEEL FENCE 2"CURB STOP POST&PAINT BLUE. 2 EMERGENCY AND BOX - EXISTING GRADE OVERFLOW PORTS n2'COPPER TYPE K MEETS MN/DOT SPECIFICATION 3891.E "STORM DRAIN INLET PROTECTION-FILTER BAG INSERT" 1"BLOWOUT SELECT BACKFILL l \ LIMIT OF SUBGRADE EXCAVATION -DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES MATERIAL SELECT BACKFILL 2"CORPORATION STOP ROCK CONSTRUCTION ENTRANCE MATERIAL T e5 Pe�PjER'` PVC COMPACTED BACKFILL \COpE, uN Mr \ WATERMAIN ORFgrX NON-SELECT BACKFILL MATERIAL O NON-SELECT 3'0 MAX. COMPACTED BACKFILL SACKETT MATERIAL 3 p• MAX. r2'COPPER TYPE K COMPACTED BACKFILL 1OX, INFRASAFE - 27" DEBRIS COLLECTION DEVICE CONCRETE /' MIN. BRICK BOTTOM OF UNSTABLE MATERIAL AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES .HDPE ALLOWED IN LIEU OF COPPER o> 1=�P Q 2"CLEAR NOTE: IRRIGATION SERVICE IS A BACKUP TO THE IRRIGATION REUSE SYSTEM ONLY. }'QD �o ROCK(MIN.) A BACKFLOW PREVENTION VALVE SHALL BE INSTALLED(BY OTHERS)TO HDPE INSERT BASKETS PREVENT CROSS-CONTAMINATION OF CITY WATER. SHOWP 400 MIICRONUFILTIEREBAGSGS / 1 SILT FENCE �" REQUIRED INSIDE BASKETS 6"MIN. s 2X3 HDPE RAME "SERTi " MODULAR RETAINING WALL 1 ' -EMERGENCY Mti 0 FILTER FABRIC(36"MAX.HEIGHT) � ` OVERFLOW PORTS ANCHOR W/METAL OPENING IN FABRIC WEAVE<212 pm -MEETS MN/DOT SPECIFICATION 3891.E (438 SF) T-POST OR WOOD o "STORM DRAIN INLET PROTECTION-FILTER BAG INSERT" 2"X2' STAKE -DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT B01) o FRAME CASTING 0 936 936 6"X6"TRENCH TURF ESTABLISHMENT DIRECTION OF FLOW o (COMPACTED BACKFILL) III= TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE -III-III-o III-I -III-III- (- ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION(LATEST EDITION) 1� �T - TOP OF WALL EXCEPT AS MODIFIED BELOW. -�- o III- �- 934 934 TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE MORE THAN 7 DAYS. UNDISTURBED SOIL TOPSOIL: MINIMUM OF 6"OF TOPSOIL, SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. NOTES: 932 932 1 DIG A 6"X6"TRENCH ALONG THE INTENDED SILT FENCE LINE GROUND GRADE . . DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER ` ®FACE OF WALL 1 NOVEMBER 1ST. 2.DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. \ // MULCH: TYPE 1 AT 2 TONS PER ACRE(DISK ANCHORED). 3.POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. 4.LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6"TRENCH. 930 \\ // 930 FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. 5.SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/MINIMUM OF THREE ATTACHMENTS PER POST. \ / 6.SEE MNDOT SPECIFICATIONS 2573&3886, \ 1.5'I1BURY / NI \ -_-_--_-_--J----_- "-20' 928 0 20 40 60 80 100 TYPICAL STREET SECTION W/TRAIL 60 R/W - 34' B/B TYPICAL STREET SECTION - 22' B-B TYPICAL STREET SECTION - 24' B-B 159TH STREET N DRIVEWAYS C, G, &H DRIVEWAYS A, B, D, E, & F R/W R/W CL 30' 30' 13'4�{^17' (FACE TO FACE) 1� 4 4% 2% 0.5' 11• 11' 12' 12' I SLOPE 29 -49, � 2.0%MIN 4%_ -4% � 2.0%MIN 4%_ BITUMINOUS TRAIL (SEE DETAIL) MOUNTABLE SOD W/6•'TOPSOIL SOD W/6•'TOPSOIL CONCRETE CURB SEED&MULCH SEED&MULCH GUTTEf3 REMAINING R/W REMAINING R/W TC �t-.08' *PAVEMENT SECTION TO=0L+.09'B618 CURB 1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE(2,C)(SPWEA240C) 6"DRAINTILE 6"DRAINTILE BITUMINOUS TACK COAT SURMOUNTABLE OR B618 SURMOUNTABLE OR Bfi18 2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE(2,C)(SPWE8230C) CURB&GUTTER PAVEMENT SECTION CURB&GUTTER PAVEMENT SECTION 8"CLASS 5 AGGREGATE BASE,MNDOT 3138 (SEE PLAN FOR CURB TYPE) * (SEE PLAN FOR CURB TYPE) *1 5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE(2,C)(SPWEA240C) 24"SELECT GRANULAR BORROW,MNDOT 3149 B618: TO=(E+0.22' 1.5'•-TYPE SP 9.5 BITUMINOUS WE COURSE MIXTURE(2,C)(SPWEA240C) 6618 TC=CL+0.20' **GEOTEXTILE FABRIC BITUMINOUS TACK COAT BITUMINOUS TACK COAT 12'SUBGRADE EXCAVATION SURMOUNTABLE: TO = +0.05' 2.5"-TYPE SP 12.5 BINMINOUS NON-WEAR COURSE MIXTURE(2,C)(SPWEB230C) SURMOUNTABLE: TO= +0.03 2.5"-TYEE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE(2,C)(SPWEB230C) *FINAL SECTION TO BE VERIFIED MATCH EXISTING SECTION 8' CLASS 5 AGGREGATE BASE,MNDOT 3138, 8"CLASS 5 AGGREGATE BASE,MNDOT 3138 / 24"SELECT GRANULAR BORROW,MNDOT 3149 24"SELECT GRANULAR BORROW,MNDOT 3149 **FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER **GEOTEXTILE FABRIC **GEOTEXTILE FABRIC 12"SUBGRADE EXCAVATION 12 SUBGRADE EXCAVATION *FINAL SECTION TO BE VERIFIED/MATCH EXISTING SECTION *FINAL SECTION TO BE VERIFIED/MATCH EXISTING SECTION **FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER **FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER 399G PNEASANT RIDGE DR NE I hereby-tif that this Ian,specification Print Name: Brian 1.Krystofak,P.E. Drawn: KRO 0.evlsions: CARLSON ENOINEERINO fiUA0,M` y p p FENWAY LAND COMPANY S BLAINE,MN 66449 di report was prepared by me or under my s O N E KA FIELDS ENVIROINC direct supervision and that[am a duly signature: /I./l may -- Designed: BJK 13925 Fenwa Boulevard N DETAILS of M�CAIN iNVIRONNiNTAI FAX 763.489.959 Licensed ProfessionalEnineerunder LTG- y Hugo, Minnesota FAX 7SONM.7969 9 Date: 06/07/24 License#:25063 Date: 06/07/24 g CARLSONMCCAIN.COM the laws of the State ofMinnesota Hugo, Minnesota 55038 S <f:vaes�ssvl.seao[eass-a<.o�eua soanme��[�a< \enamee,��\ p1a \11s 141e 11 a.-, #886704